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Tender Value
₹15.1 Cr
EMD Value
₹15.1 L
Closing Date
15 Jun 2026, 6:00 pm
Executive Engineer, District R and B Division, Vadodara
(Package) (1) Resurfacing and Strengthening of Bhilapur-Vandara-Madheli Road Km. 0/00 to 11/300 (M.D.R.) Ta. Dabhoi (2) Resurfacing and Strengthening of Rajli-Mandala Road Km. 0/00 to 15/00 (M.D.R.) Dist. Vadodara
311869
03 of 2026-2027
Open
Civil - All
Vadodara
17 documents required · 17 mandatory
₹18,000
Executive Engineer, District (R&B) Division, Vadodara
₹15.1 L
5 Jun 2026
5 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
No. Figures Amount
1 Clearing and grubbing road land including uprooting rank vegetation grass 18.41 Hect. 28455.09
bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of
trees cut earlier and disposal of unserviceable materials (B) By mechanical
means in area of light jungle.
2 Box cutting the road surface to proper slope and camber for making a base 23123.70 Cum 106.81
for road work including removing the excavated stuff and depositing on the
road side as directed within all lead and lift.
3 Earthwork for embankment including breaking clods, dressing with all lead 9279.82 Cum 129.53
and lift and including watering rolling and consolidation (A) From Borrow
pits within land width.
4 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 51029.00 Sq.m. 40.61
cm.depth including stacking useful materials on road side and disposing off
remaining stuff.
5 Dismentaling the existing structure including removing and stacking the 2095.75 Cum 908.20
dismentelled materials as and where directed. (A) R.C.C. work.
6 Construction of compacted 200mm / 150mm thickness granular sub base 12110.60 Cum 1702.62
(Grade-V, Crushed B.T. materials of 53mm to 26.5 mm @ 35%, 26.5 mm
to 4.75 mm @ 50%, Below 2.36 mm @ 15%) by providing close graded
material, mixing in a mechanical mix plant at OMC, carriage of a mix
material to work site, spreading uniform layers with motor grader on
prepared surface and compacting with vibratory power roller to achieve
desire density, complete clause as per
7 Providing and laying 250mm / 75mm thickness Wet Mix Macadam 12400.95 Cum 1752.74
(W.M.M.) (Two layers each) using machine crushed black trap aggregate
of 40mm to 50mm size in the material as per MORTH specification
including premixing 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 desired density.
8 Providing and laying compacted of specified quarry spall in hard side 5212.00 Cum 1298.07
shoulder including carriage of material and spreading on prepared base
including compacting as per MOST specification etc. complete.
9 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 683.00 Cum 3234.91
stone aggregates 40 mm nominal size) and curing complete excluding cost
of formwork in (A) Foundation and plinth.
10 Providing & casting in situ controlled cement concrete M-30 for C.C. road 2538.30 Cum 5737.97
including tamping, vibrating, finishing and curing complete. Finishing the
cement concrete road by trimix process inclusive of labour charges for
trimix vacuum dewatering process on cement concrete road by using
vacuum dewatering pump, surface floater, surface vibrator including
channeling & making grooves & rough finish to surface by providing
expansion joints, contraction joint & construction joints with fillings of joints
with asphalt filler as per direction by engineer incharge & as per
specification.
11 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 50.77 M.T. 73243.01
reinforcement including cutting, bending and tying complete as per detailed
drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approach
slab.(D) Wearing Coat.
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
12 Cautionary Warning Sign :- Providing and fixing sign boards made out of 221.00 No. 3906.19
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 reflective sheeting of Type-4 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 best quality epoxy
coatings in black and white bends. The details of symbol for each board
shall be as per the instruction of engineer in charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg including
excavation, curing etc. complete under the supervision of engineer in
charge. A 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
13 Facility Informatory Sign :- Providing and fixing sign boards made out of 16.00 No. 3990.64
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 reflective sheeting of Type-4 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 best quality epoxy coatings in black
and white bends. The details of symbol for each board shall be as per the
instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC
block of size 45 x 45 x 60 cms. for each leg including excavation, curing
etc.complete under the supervision of engineer in charge. A 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
the product offered shall be submitted by contractor.
(B) Class-B Type-4 Retro Reflective sheeting
14 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out 16.00 No. 3540.12
of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size
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
reflective sheeting of Type-4 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 best quality epoxy coatings in black and white
bends. The details of symbol for each board shall be as per the instruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size
45 x 45 x 60 cms. for each leg including excavation, curing etc.complete
under the supervision of engineer in charge. A warranty for 7 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.
(B) Class-B Type-4 Retro Reflective sheeting
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
15 STOP Sign :- Providing and fixing sign boards made out of 2mm aluminium 27.00 No. 6704.36
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 reflective
sheeting 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 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
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.
16 Providing and fixing precast C.C. M-150 Indicator stone with necessary 1052.00 No. 343.27
reinforcement as per I.R.C. type design including painting and lettering etc.
complete. (ii) Fixing in C.C. 1:5:10.
17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 53.00 No. 1293.39
including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8
including letter and paints etc. complete. (For N.H., S.H. & M.D.R.)
18 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 258.00 No. 3711.75
aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x 50 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 reflective
sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.
specifications, 3.3 mtr. long stand post of 75 x 75 x 6mm / 65 NB Circular
MS Pipe as required 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 symbol or inscription / numerals for each board shall be
per the instruction of engineer in charge. The fixing at site shall be in 1:2:4
CC block of size 45 x 45 x 60 cms. for each leg including excavation,
curing etc. complete under the supervision of engineer in charge. A
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.
19 Hazard Marker Sign :- Providing and fixing sign boards made out of 2mm 106.00 No. 3518.69
aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x
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 reflective sheeting of Type-4 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 best quality epoxy coatings in black
and white bends. The details of symbol for each board shall be as per the
instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC
block of size 45 x 45 x 60 Cms. for each leg including excavation, curing
etc.complete under the supervision of engineer in charge. A 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
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
20 Tree Guard sign :- Providing & fixing sign board made out of 2mm 200.00 No. 590.98
aluminium sheet / 3mm ACP (Aluminum composite Panel) size 30cms
diameter circle, pretreated with phospheting process and acid etching,
painted with one coat of epoxy primer and two coats of best quality epoxy
paint reflectorised with retro reflective sheeting as per latest M.O.S.T.
specifications. 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.
21 Providing and fixing precast C.C. M-150 Hectometer stone with necessary 211.00 No. 356.50
reinforcement as per I.R.C. type design including painting and lettering etc.
complete. (ii) Fixing in C.C. 1:5:10.
22 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 1420.00 Rmt. 3354.21
metal beam crash barrier comprising of 3 mm thick corrugated sheet metal
beam rail, 70 cm above road / ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,
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)
23 Route Marker sign :- Providing and fixing sign boards made out of 1.5mm 53.00 No. 3842.20
aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x 45 cm
rectangular plus 30 x 25cm 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 reflective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of 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 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
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.
24 Village Name Sign :- Providing and fixing sign boards made out of 2mm 12.00 No. 6397.43
aluminium sheet / 4mm ACP (Aluminum composite Panel) size 90 x
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 reflective sheeting of Type-4 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 best quality 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
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
25 Supplying and applying rumble strip road marking with hot applied 227.00 Sq.m. 1102.92
thermoplastic paints with reflectorising glass beads on bitumen surface
providing and laying a hot applied thermoplastic compound 8mm thick
including reflectorising glass beads @ 250 gms per sqm area thickness of
7.5 mm is excluding of surface applied glass beads as per IRC 35:
The finished surface to be level, uniform and free from streaks and holes.
26 Road marking with hot applied thermoplastic paints with reflectorising glass 6828.00 Sq.m. 367.72
beads on bitumen 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 luminance coefficient on
cement road shall 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-
27 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 3179.00 No. 326.23
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.
28 Standard Delineator : Providing and fixing of Standard Metal Delineator 134.00 No. 1027.17
consisting of minimum retro reflective unit exposed area of 330 cm2 white
color, full cube corner micro prismatic non-metallic retro reflective sheeting
on each side conforming with IRC 67 2012 and meeting the coefficient of
retro reflection values as per ASTM D 4956 Type XI table specification.
The delineator shall be painted with powder coat of minimum 40 microns
thickness, on top of which retro reflective sheeting shall be pasted on both
sides. The structure shall be manufactured in roll forming process and shall
have height not less than 800 mm above the ground, width not less than
100 mm and shall extend not more than 300mm below the ground while
being installed. height of sheeting should be minimum 150mm whereas
width of sheeting should not be less than 75mm (should be placed every
alternative 15cm).
The front and back faces of the delineator should be curved with a radius
of not more than 200 mm and with delta angle (or central angle of curve)
lying between 20o and 30o, to increase the visibility of the delineator for
vehicles moving in continuous curves. The delineator shall have grooves
across the length to make the reflective sheets vandal-proof. The
delineator is meant for application on gaps in median, traffic islands,
dangerous bends, roundabouts, narrow bridges etc. or as desired by site
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
29 Direction (Junction) Sign :- Providing and fixing sign boards made out of 12.00 No. 21287.51
2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 244 x
122 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 reflective sheeting of Type-4 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 best quality epoxy coatings in
black and white bends. The details of symbol for each board shall be as
per the instruction of engineer in charge. The fixing at site shall be in 1:2:4
CC block of size 45 x 45 x 60 cms. for each leg including excavation,
curing etc. complete under the supervision of engineer in charge. A
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 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 11179.00 Cum 498.94
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
31 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 44.00 Cum 585.37
including shoring, strutting dewatering as necessary and disposing of the
excavated stuff as directed. (B) Depth from 3.0 M. to 6.0 mt. and lead upto
100m. for 10 cum.
32 Providing and casting in situ ordinary cement concrete M-150 for R.C.C. 975.00 Cum 3637.10
Raft and cut-off walls including necessary shuttering, laying, vibrating,
ramming and curing complete.
33 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 2211.00 Cum 5312.86
return as per drawing including centering, shuttering, scaffolding where
necessary laying, vibrating, curing and finishing complete (A) Height from
0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. return.
34 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 1344.80 Cum 5048.55
return as per drawing including centering, shuttering, scaffolding where
necessary laying, vibrating, curing and finishing complete (A) Height from
0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. return.
35 Providing and casting in situ controlled cement concrete M-300 for average 135.00 Cum 5388.45
75 mm thick wearing coat laid as directed including tempering, vibrating,
finishing, curing and filling in joints with bituminous complete.
36 Providing RCC Crash barriers of Design mix concrete M-40 mix as per 149.000 Rmt. 5131.54
detailed drawing and design including shuttering, laying, vibrating and three
coats of cement wash and giving a perfect smooth finishing to line and
level etc. complete.
37 Providing and casting in situ ordinary cement concrete M-15 for approach 182.000 Cum 3694.11
slab including formwork, curing and finishing complete.
38 Providing and casting in situ controlled cement concrete M-30 for approach 351.00 Cum 5246.61
slab including formwork, curing and finishing complete.
39 Providing and laying in position I.S.I. Fe-500D T.M.T. bar reinforcement 254.500 M.T. 73858.69
including cutting, bending, hooking and tying complete as per detailed
drawings for the following (A) Piers (B) Abutments (C) R.C.C. Returns.
40 Providing Pre-Moulded Asphalt Filler Joint as per drawings (A) 12 mm 117.00 Sq.m. 703.53
41 Providing P.V.C. 100 mm. diameter water spouts including necessary iron 84.00 Each 159.37
gratings as per drawings.
42 Providing and laying weep hole in abutment and returning by using A.C. 1666.00 No. 84.63
pipes / P.V.C. pipes 100 mm diameter including laying in proper grade and
joining etc. complete as per detailed specification.
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
43 Providing and laying Fitter Media 600mm thick directed at the back of 1632.00 Sq.m. 1209.85
abutments, returns and wing walls as per detailed specifications.
44 Providing and laying rubble for apron (each stone weighting not less than 2285.00 Cum 1067.08
40Kg.) including and packing and filing in the interstices with quarry spalls.
45 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of marble 26.00 No. 306.14
stone plate fix in C.M. 1:4 including finishing, engraving letters etc.
46 Providing rubble pitching of 300 mm average thickness including pointing 1678.00 Sq.m. 1051.41
mortar with C.M. 1:3 (1 cement : 3 sand) etc. complete.
47 Numbering the C.D. work with approved paint including all materials for 28.00 No. 58.80
painting etc. complete.
48 Providing Yellow and Black Patta (three coat) including distempering (three 1251.00 89.35
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 in charge.
49 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 20.00 Rmt. 6621.26
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 casted
by vertically vibrated technology of following internal diameter. 1200mm
50 Providing and laying pitching on slopes laid over prepared filter media 13.00 Sq.m. 1051.41
including boulder apron laid dry in front of toe of embankment complete as
per drawing and technical specifications. (Stone / boulder)
51 Excavation for foundation upto 1.5 mt. depth including sorting out and 962.55 Cum 194.04
stacking of useful materials and disposing of the excavated stuff upto all
lead for all sorts of soil.
52 Providing and filling in foundation with ordinary cement concrete M-100 mix 93.15 Cum 3306.84
and providing necessary vertical pin headers including form work, vibrating,
ramming and curing complete.
53 Excavation for pipe in gauge portion including sorting out and stacking of 357.00 Cum 498.94
useful materials and disposing of the excavated stuff upto all lead (A)
Loose or soft soil.
54 Earthwork for embankment including breaking clods, dressing with all lead 3950.88 Cum 173.67
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 all lead and lift.
55 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 140.00 Rmt. 3469.26
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 of slops) of Class NP3 of following internal diameter. (v) 900mm dia.
56 Diversion Sign board :- Providing and fixing sign boards made out of 2mm 56.00 No. 6798.92
aluminium sheet size 180 x 60cms. rectangle as per the attached drawing
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 reflective sheeting as per latest MOST specification; Letters and
numerals should be as per IRC-30-1968, 3.1m long (2 nos.) stand post and
frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm painted
with best quality epoxy coatings in black and white bends. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg including
excavation, curing etc. complete under the supervision of engineer in
charge. (A) Engineer grade (VR)
It. Rate in Total
Description of Item Qty. Unit
No. Figures Amount
57 Providing and laying bituminous prime coat SS1 emulsion @ 7.50 kg / 10 5880.00 Sq.m. 64.64
sqm. of slow curing emulsion as per MOST specifications including cost of
materials, labours, labour equipment etc. complete.
58 Providing and laying 30 mm thick Bituminous Concrete with B.T. aggregate 309.93 M.T. 4286.15
as per MORT&H and asphalt grade VG-40 for mixing @ 54.00 Kg./M.T. i.e.
5.4% by weight of total mix for tack coat @ 2.50 Kg/10 Sq.m. including
heating and mixing the aggregate and asphalt by continuous of drum mix
plant and hot laid process laying with paver finisher and consolidation with
pneumatic roller and power roller including providing all materials,
equipments, tools and plants, oil, kerosene, firewood, labour charges etc.
complete using contractor's own machineries hot mix plant and paver
finisher etc. complete.
59 Clearing and grubbing road land including uprooting rank vegetation grass 0.84 Hect. 109667.06
bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of
trees cut earlier and disposal of unserviceable materials (B) By manual in
area of thorny jungle.
TOTAL Rs.
Rs. Fifteen Crore Thirteen lakhs Thirty Four Thousand Fourty Seven and Fourteen Paisa Only.
I/We am/are willing to carry out the work @ ______________ % 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
Net Rs. ___________________________ Total Rs. ________________________
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 all the tender.
5. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost before
execution as directed and to be approved from the Engineer in charge.
6. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 61,45,913.83 must be recovered
from 1st R.A. bill of Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and
found order.
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Dabhoi (R & B) Sub Division, Dist. (R & B) Division, Dist. (R & B) Division,
Dabhoi Vadodara Vadodara
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GRs.pdf
PQ - Bid.pdf
SBD Clause-24(IV) - 34 and 52 dt.04-05-2026.pdf
Specification Index.pdf
Testing Schedule.pdf
SBD Form.pdf
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