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Tender Value
₹18.9 Cr
EMD Value
₹18.9 L
Closing Date
31 Jul 2026, 6:00 pm
Executive Engineer, Kheda R. & B. Division, at Nadiad
Dakor Sui Mor-Ambali Chunel Road Km. 0/0 to 12/600 (Widening 5.50 mtr. to 7.00 mtr. in Km. 6/900 to 12/600, Resurfacing, C.C. Road in Selected Length, F.D.R. Road Furniture, C.D. Works, Protective Works & Other Miscellaneous Works)
319886
NIT-11 of 2026-27 (2nd Trial)
Open
Civil Works - Roads
Nadiad
15 documents required · 15 mandatory
₹18,000
Executive Engineer Kheda R&B Division at Nadiad
₹18.9 L
2 Jul 2026
2 Jul 2026
2 Jul 2026
31 Jul 2026
2 Jul 2026
Name of Work :: Dakor Sui Morambali Chunel Road (MDR) Km.0/00 to 12/600 Dist.Kheda
(Widening From 5.50 mtr. to 7.0 mtr in Km.6/900 to 12/600, Resurfacing work CC Road in
Selected Length, FDR work, Road Furniture work, CD work, Protective Work Other Misc.
BILL OF QUANTITIES
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[1] Clearing and grubbing road land including uprooting rank 8.700 Hecter 28393.040
vegetation, grass, bushes, shrubs, saplings and trees girth
up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable material. (C) By mechenical
means in area of light jungle.
[2] Earthwork for embankment including breaking clods, 31045.560 Cum 169.440
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.
(Including all lead and lift) (Soil having CBR >=5%)
[3] Scarifying gravelled macadam or bitumen macadam surface 77550.000 Sqm 39.620
6 cm to 10 cm.depth including stacking useful materials on
road side and disposing off remaining stuff.
[4] Box cutting the road surface to proper slope and camber 40755.710 Cum 104.200
for making a base for road work including removing the
excavated stuff and depositing on the road side slope as
directed upto all lead.
[5] Construction of 300 mm thick compacted of SUBGRADE 16057.490 Cum 839.970
(with coarse Sand) including watering up to OMC, rolling,
and consolidation with vibratory roller, levelling with motor
grader etc as directed. (CBR not less than 6%)
[6] Construction of granular Sub base by providing GSB Grade- 9806.990 Cum 1105.740
V coarse graded material BTMC using aggregate 26.5 mm
to 9.5 mm @ 64%, 9.5 mm to 4.75 mm @ 11% and stone
dusts 4.75 mm and below @ 25% incl. spreading in uniform
layers 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 complete as per Clause 401.2 Table
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[7] Providing and laying spreading and compacting graded 9391.240 Cum 995.400
stone aggregate to wet mix macadam 250 mm thick as per
MORT&H specification including pre mixing the material
with water at OMC in mechanical mix plant, carriage of
mixed material by tippers to site, laying in uniform layers
with paver in sub base/ base course on well prepared
surface and compacting with vibratory roller to achieve the
desire density.
[8] Providing & laying priming coat with emulsion SS-1 grade 38994.940 Sqm 62.840
and spraying emulsion with spray set fitted on mechanical
bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On
WMM surface incl. cleaning the surface etc. complete.
[9] Providing and laying 50 mm (2-Layers) Thick Bitumious 20216.890 MT 2799.060
Mecadam B.T. Aggregate as per MORT & H specification
and VG-30 for tack coat @ 2.50 Kg./10 smt. with
Mechanical sprayer & Bitumen Grade VG-30 for mixing @
34 Kg./Mt. i.e. 3.40 % by weight of total mix including
heating and mixing the aggregate & asphalt in continuous
batch mix plant and spreading the same by sensor paver
finisher & consolidation with vibratory roller including
providing all materials equipments, tools & plant, fire
wood, oil, kerosene, labour charges etc. complete using
contractor’s own machinery drum mix plant & paver
finisher etc. complete.
[10] Providing and laying 25 mm thick (Compacted ) Semi - 5283.960 MT 3416.060
dence Bituminous concrete on exiting bituminous surface
and using specified graded black trapped machine crushed
aggregate with 5% Bitumen VG-30 grade bitumen by Wt of
total mix as per MORTH specification including heating and
mixing of asphalt with B.T. chips in continuous batch mix
plant and transporting same at site and speading by sensor
paver finisher and consolidation the same with pair of
tonnes to 10 tonnes vibratory roller to achive desire
density and including flusing the stone dust @0.03
cum/10smt including cost of required tools , plants, all
machineries, equipment fire wood , oil, kerosene, charges
[11] Providing 125 mm thick compacted side shoulder of Quarry 4725.000 Cum 536.580
Spall on road site including collection of material spreading,
rolling of watering etc. complete as directed.
[12] Providing and casting in situ ordinary cement concrete M- 328.500 Cum 4391.230
150 mix for well steining including, necessary shuttring,
laying vibrating and curing complete.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[13] Providing and cast in situ vaccum De-watered unireinforced 525.000 Cum 5729.690
cement concrete of Grade M-30-Trimix floring for average
30 cm thick wearing coat / C.C. pavement laid as directed in
approved side form work including vibrating by needle
vibrator and leveling with trimix, surface vibrator, Vaccum
De-watering with trimix vaccum pump, floating and further
compaction, and finished in continous operation including
cutting the concrete with concrete cutting machine for
contraction joints at every 4.00 mtr. and expansion joint at
interval of 40 mtr. of size 6 x 12 mm to 12 x 25 mm deep or
as specified/providing stripped/broom finish evenl,
applying debonding strips, bitumen primer, bituminous
sealant, separation membrane and curing etc. complete.
[14] Providing and fixing indicator stone of approved stone as 630.000 No. 343.270
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
[15] Providing and fixing guard stone as per I.R.C. type design 250.000 No. 349.110
including white washing etc. complete.(ii) Fixing in C.C.
[16] Providing and fixing Hectometer as per I.R.C. type design 101.000 No. 356.500
including painting, lettering etc. complete.(ii) Fixing in C.C.
[17] Providing and fixing ordinary kilometer stone of pre-cast 20.000 No. 1290.570
C.C. 1:2:4 including necessary reinforcement as per I.R.C.
type design including fixing in C.C. 1:4:8 including painting,
lettering etc. complete ( For N.H., S.H. and M.D.R.)
[18] Providing and fixing 5th Kilometer stone of precast C.C. 4.000 No. 1935.150
1:2:4 including necessary reinforcement as per I.R.C. type
design in C.C. 1:4:8 including painting, lettering
etc.complete (For N.H., S.H. and M.D.R.)
[19] Road marking with hot applied thermoplastic paints with 5268.000 Sqm 367.720
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 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 in the section-
15 of IRC 35-2015. Warranty for the Retro reflectivity
should be two years.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[20] Cat Eye / Road Stud / RPM: Supplying of Molded Twin 3048.000 No. 326.230
Shanks Raised Pavement Markers made of polycarbonate
and ABS moulded body and reflective panels with micro
prismatic 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 reflective area of 13 Sqcm
on each side and the slope to the base shall be 35 +/-
degree. The strength of detachment of the integrated
cylindrical shanks, (of diameter not less than 19 +/- 2 mm
and height not less than 30+/- 2 mm) from the body is to
be a minimum value of 500 Kgf. Fixing will be by drilling
holes on the road for the shanks to go inside, without nails
and using epoxy resin based adhesive as per manufacturers
recommendation and The color of the marker should be as
per the IRC 35-2015 and as directed by Engineer-in-charge.
[21] Cautionary Warning Sign :-Providing and fixing sign boards 110.000 No. 3906.190
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
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.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[22] Regulatory / Mandatory Sign :-Providing and fixing sign 15.000 No. 3540.120
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 reated 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 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.
[23] STOP Sign :-Providing and fixing sign boards made out of 5.000 No. 6704.360
2mm aluminium sheet / 4mm ACP (Aluminum composite
Panel); size 90 cms Octagone as per design of IRC-67-
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 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
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.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[24] Direction (Junction) Sign :-Providing and fixing sign boards 5.000 No. 21287.510
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 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
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.
[25] Distance Informatory / Destination Sign :-Providing and 5.000 No. 18254.190
fixing sign boards made out of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size 180x120 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 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
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.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[26] Place Identification Sign :-Providing and fixing sign boards 5.000 No. 12341.520
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 150x90 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 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 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
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.
[27] Village Name Sign :-Providing and fixing sign boards made 10.000 No. 6397.430
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 er
ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr
long stand post of 75 x 75 x 6mm / 65NB cular 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 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.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[28] Chevron sign :-Providing and fixing sign boards made out of 70.000 No. 4681.350
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
x 75 x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 50 x 50 x5mm;
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 10 years for the Retro reflective sheeting
from originaa manufacturer & a certified copy of 3 year
outdoor exposure test report from third party est lab for
the product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective heeting
[29] Hazard Marker Sign :-Providing and fixing sign boards made 26.000 No. 3518.690
out of 2.0 mm aluminium sheet / 4 mm 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 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.
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.
[30] Supplying and fixing reinforced concrete heavy duty non- 200.000 Rmt 649.920
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 diameters.(i)
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[31] Type - A, "W" : Metal Beam Crash Barrier (Providing and 2020.000 Rmt 3344.110
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 811)
[32] Excavation for foundation in sand, gravel, clay soft soils and 1698.380 Cum 486.770
murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as
directed.(A) Depth upto 3.0 M. and lead upto 100m for
[33] Providing and filling in foundation with ordinary Cement 155.520 Cum 3245.560
concrete M-100 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
complete.(more than 10 ton)
[34] Providing and Casting in situ controlled Cement Concrete 1330.010 Cum 4443.280
M-200 for R.C.C. Raft and cutt-off walls including necessary
shuttering laying, vibrating, ramming and curing complete.
[35] Supplying and fixing reinforced concrete heavy duty non 360.000 Rmt 5491.270
pressure pipes with collars for culverts including setting
and jointing the pipes in cm 1:2 watering and laying (To
level of slope ) of I.S class NP-3 casted by vertically vibrated
technology of following internal diameters. in mm :
[36] Numbering the C.D.work with approved paint including all 24.000 No. 58.800
materials for paintings etc. complete.
[37] Providing and laying in position FE 500/500D TMT bar 204.062 MT 73217.530
reinforcement including cutting, bending, hooking and
tying complete as per detailed drawings for the
following.(A) Piers (B) Abutments (C) R.C.C. Returns (D) For
[38] Providing & laying weep hole in Aburtments, and returns 2285.000 No. 45.810
by using A.C. pipe of 100mm including laying in proper
grede and jointing the completed as per detailed
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[39] Providing Yellow and Black Patta ( three coat) including 788.350 Sqm 86.860
distempeing (Three coats) with oil bound distemper of
approved brand and manufacture and of required shade
on wall surfaces to give an even shade, over and including
a priming coat with distemper primer of approved brand
and manufacture after thoroughly brushing the surface
free from mortar dropping and other foreign matter and
also including preparing the surface even and sand
papered smooth as per instruction of Engineer Incharge.
[40] Providing and laying rubble for appron (each stone 762.300 Cum 1041.050
weighting not less than 40Kg.) including and packing and
filing in the interestices with quarry-spalls.
[41] Providing and filling sand behind abutments and between 3.470 Cum 538.850
returns in layers as directed
[42] Dismentaling the existing structure including removing and 499.720 Cum 886.050
stacking the dismentelled materials as and where directed.
(A) R.C.C. work
[43] Excavation for foundation in sand, gravel, clay soft soils and 453.000 Cum 571.080
murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as
directed.(B) Depth from 3.0 to 6.0 M.and lead upto 100m
[44] Providing and casting in situ Ordinary cement concrete M- 315.000 Cum 3637.070
150 for R.C.C. Raft and cut-off walls including necessary
shuttering laying, vibrating, ramming and curing complete
[45] Providing and casting in situ controlled cement concrete M- 201.000 Cum 5279.060
300 for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete.(A) Height from 0.0 to 5.0 M.
(1) Piers (2) Abutment (3) RCC return
[46] Providing and casting in situ controlled cement concrete M- 58.000 Cum 5547.180
400 for average 100 mm thick wearing coat laid as directed
dincluding tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete
[47] Providing RCC Crash Barriers of Design mix concrete M40 13.000 Cum 5131.670
mix as per detailed drawing and design including shutterin,
laying, vibrating and three coats of cement wash and
givving a perfect smooth finishing to line and level, etc.
[48] Providing and casting in-situ Ordinary Cement Concrete 21.000 Cum 3694.080
M15 for approach slab including formwork, curing and
finishing complete.
[49] Providing and casting in-situ Controlled Cement Concrete 82.000 Cum 5246.750
M30 for approach slab including formwork curing and
finishing complete.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[50] Providing Pre-moulded asphalt filler joints as per 83.000 Sqm 702.120
drawings.(A) 12mm
[51] Providing PVC 100 mm. Diameter water spouts including 4.000 No. 159.370
necessary iron gratings as per drawings.
[52] Providing and laying filter media 600 mm thick as directed 1904.000 Sqm 1180.340
at the back of abutments, returns and wing walls as per
detailed specifications.
[53] Providing and fixing 20 cm. x 15 cm x 2.5 cm. thick year 2.000 No. 279.690
plate of marble stone set in C.M. 1:4 including finishing and
engraving letters etc. complete
[54] Providing Rubble pitching of 300 mm. average thickness 1222.000 Sqm 802.950
including pointing mortar with C.M.1 : 3 (1 cement : 3 sand)
[55] Excavation for foundation upto 1.5 m depth including 520.000 Cum 149.670
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(B) Dense or
[56] Excavation for foundation for depth from 1.5 m to 3.0 m 391.000 Cum 285.730
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead. (D)
Soft rock not requiring Blasting
[57] Providing and laying controlled cement concrete M.150 for 186.000 Cum 3860.160
curing complete excluding cost of formwork and
reinforcement for reinforced concrete work in (A)
Foundations, footings,Base of columns and Mass concrete
[58] Providing and casting in situ controlled cement concrete 862.000 Cum 5014.740
M200 mix for RCC work in piers, abutment and RCC return
as per drawing including centering, shuttering, scaffolding
where necessary laying, vibrating, curing and finishing
complete. (A) All Height (Piers, Return wall, Abutment)
[59] Providing and casting in-situ controlled cement concrete M 42.000 Cum 5358.100
250 for R.C.C. works in pier cap abutment cap and dirt wall
including controlled cement concrete M 300 bed block or
pedestals of required size below bearing as per detailed
drawing centering, shuttering, scaffolding, wherever
necessary laying, vibrating, curing and finishing complete
[60] Providing and casting in situ controlled cement concrete M- 155.000 Cum 5423.040
300 for R.C.C. solid slab including centering, scaffolding,
curing and finishing complete.
[61] Providing and casting in situ controlled cement concrete M- 19.000 Cum 5131.670
400 for Kerb/ kerb blocks including formwork curing and
finishing, complete.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[62] Providing and fixing in position mild steel dowel bars in pier 20.000 No. 396.270
caps or abutments caps for anchorage in free end as per
detailed drawing including cutting, bending and welding
[63] Providing and fixing in position mild steel dowel bars in pier 10.000 No. 339.880
caps for anchorage in fixed end as per detailed drawing
including cutting, bending and welding.
[64] Excavation for foundation upto 1.5 m depth including 2034.000 Cum 117.080
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(B) Loose or Soft
[65] Providing and casting in-situ cement concrete M 250 for 1573.000 Cum 4549.010
R.C.C raft and cut off walls including necessary shuttering,
laying vibrating, ramming and curing complete.
[66] Excavation for foundation for depth from 1.5 m to 3.0 m 279.000 Cum 129.810
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil
[67] Filling available excavated earth (Excluding Rock) in 360.270 Cum 130.390
trenches, Plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each deposited
layer by ramming and watering.
[68] Providing & applying evenly Tack coat with Emulsion RS-1 1400.000 Sqm 13.240
on prepared surface of granular base including cleaning of
road surface and sparying primer at the rate of 2.50 Kg. /
10 Smt using using mechanical means.
[69] Providing & laying 20mm thick premix seal surfacing using 64.400 Mt 3456.760
specified graded machine crushed aggregates with VG-30
grade bitumen at the rate of 5.09 % i.e. 50.90 Kg/ M.T. by
weight mix including heating & mixing in drum mix plant
transporting the mix spreading the same by paver finisher
and consolidation by vibratory roller as per MORT&H
specification including cost of all materials fuel, labours,
tools and plant etc. comp. and flushind Stone Dust @ rate
of 0.30 cmt / 100 smt.
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[70] Men at work (Heavy) sign :-Providing and fixing sign boards 4.000 No. 12211.910
made out of 2mm aluminium sheet / 4mm ACP (Aluminium
composite Panel); size 120x90 cms. as per design of IRC - 67-
2012. Pre treated with phospheting process & acid
eatching; coated with one coat of epoxy primer and two
coats of best quality epoxy paint; reflectorised with High
Intensity Prismatic Grade reto refiectivesheeting of Type -
as per ASTM D- 4956 and latest M.O.S.T. Specifications;
3.6mtr long stand post (2 nos.) 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
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 exavation, curing etc. complete under the
supervision of engineer in charge. A warranty for 10 years
for the Retro reflective sheeting frome 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. (C) Class-
C Type-11 Retro Reflective sheeting
[71] Regulatory/Mandatory signs :Providing and fixing sign 12.000 No. 4618.730
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminium composite Panel); size 60 cms. dia. circle as per
design of IRC - 67-2012. Pre treated with phospheting
process & acid eatching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint;
reflectorised with High Intensity Prismatic Grade reto
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 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 exavation, curing etc.
complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting
frome 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. (C)
Class-C Type -11 Retro Reflective sheeting
Item Description of Item Quantity Unit Rate In Amount
No. (with brief specification and reference to book of figures
specifications)
[72] Diversion Ahead Sign :-Providing and fixing sign boards 8.000 No. 10671.660
made out of 2mm aluminium sheet / 4mm ACP (Aluminium
composite Panel); size 180x60 cms. rectangular as per
design of IRC - 67-2012. Pre treated with phospheting
process & acid eatching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint;
reflectorised with High Intensity Prismatic Grade reto
refiectivesheeting of Type - 4 as per ASTM D- 4956 and
latest M.O.S.T. Specifications; 3.1mtr long stand post (2
nos.) 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 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
x 45 x 60 Cms. for each leg including exavation, curing etc.
complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting
frome 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. (C)
Class-C Type -11 Retro Reflective sheeting
[73] Hazard Marker Sign :-Providing and fixing sign boards made 4.000 No. 3666.300
out of 1.5mm aluminium sheet / 3mm ACP (Aluminium
composite Panel); size 90x30 cms. rectangular as per design
of IRC - 67-2012. Pre treated with phospheting process &
acid eatching; coated with one coat of epoxy primer and
two coats of best quality epoxy paint; reflectorised with
High Intensity Prismatic Grade reto refiectivesheeting of
Type - 4 as per ASTM D- 4956 and latest M.O.S.T.
Specifications; 1.8 mtr long stand post of iron Angle 75 x
x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm;
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 blockof size 45 x 45 x 60 Cms. for each leg
including exavation, curing etc. complete under the
supervision of engineer in charge. A warranty for 10 years
for the Retro reflective sheeting frome 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. (C) Class-
C Type -11 Retro Reflective sheeting
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1_ SBD Tender Documents.pdf
2_ PQ Criteria.pdf
3_ BOQ Price-Bids.pdf
4_ Index Specification.pdf
5_ Technical Specification.pdf
6_ Govt Circulars.pdf
7_ Special Condition.pdf
8_ Material Specification.pdf
9_ Sect-900 Specification.pdf
10_ MoRTH 5th Revision.pdf
11_ Drawings.pdf
12_ Testing Schedule.pdf
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