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Tender Value
₹6.2 Cr
EMD Value
₹6.2 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, DAHOD
Construction of Bridge on Paniya Kesharpura State Highway to Dhabudi thai Humadpur Nadi Faliya Road Ta. Singvad Dist. Dahod
302373
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹12,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹6.2 L
7 May 2026
7 May 2026
7 May 2026
15 May 2026
7 May 2026
No. figures Amount
1 Providing flood gauge marks on sub structure as per design 20.00 Rmt 166.90
including painting as directed etc. complete.
2 Providing masonary steps with cement pointing on approaches as 50.00 Each 235.99
3 Providing and laying filter media 600mm as directed at the back of 473.00 Smt 1220.20
abutments, returns and wing walls as per detailed specifications
etc. complete.
4 Providing and filling sand behind abutment & between returns in 404.00 Cum 478.82
layers as directed.
5 Excavation for foundation in hard murrum and boulders and very 969.00 Cum 625.88
stiff or sticky clays and other similar strata including sorting and
strutting and dewatering as necessary and disposing of excavated
stuff as directed.
6 Providing and filling in foundation with ordinary cement concrete M- 61.00 Cum 3577.75
15 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
7 Diversion of water course, providing cofferdam and bund or island 7.00 No. 50500.00
as may be necessary for foundation and maintaining the same for
the period as may be necessary (A) Diversion by Channel (V) Pier
8 Empty boring through all sorts of strata for providing 1.20m. dia. 408.00 Cum 5689.36
R.C.C. bored piles to required depth including providing necessary
casing pipes with all plants and equipments required etc. complete
as per specifications.
9 Providing and laying controlled concrete M-35 for R.C.C. bored 462.00 Cum 4875.75
piles of 1.20 M dia. including ramming, vibrating and finishing
excluding reinforcement complete.
10 Providing and placing in position I.S.I. mark steel bar 344.00 M.T. 74037.92
reinforcement of steel grade Fe-550D T.M.T. for following items
including cutting, bending, hooking, tying etc. complete as per
detailed drawings and specifications for various structural
components.
11 Load testing of foundation piles including loading with necessary 2.00 No. 35767.11
kentledge or any other suitable method as directed.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
12 Performing Integrity Test (low strain) on vertical pile. The item shall 32.00 No. 1212.00
include chipping of weak concrete at the top of pile, leveling,
bending of reinforcing bars, preparation of pile head including
testing with pile driving analyser or approved equivalent. To be
carried out at least 15days after concreting of piles. A specialist
approved Agency shall be employed by the Contractor for the test.
The test shall be carried out as per relevant ASTM code.The item
is including complete testing with approved apparatus, analysis of
results and conclusions including submission of test reports in
three hard copies with soft copy in CD.
13 Providing and casting in-situ controlled cement concrete M-35 for 438.00 Cum 5076.54
R.C.C. piles cap including necessary form work vibrating, curing
and finishing complete.
14 Providing and casting in-situ controlled cement concrete M-35 for 101.00 Cum 4804.22
R.C.C. Raft and cut-off including necessary shuttering, laying,
vibrating, ramming and curing complete.
15 Providing Steel Liner 6 mm thick for pile including fabricating and 30.00 M.T. 47323.73
setting out as per detailed drawing.
16 Providing and laying weep holes in abutment and returns by using 473.00 No. 47.36
P.V.C. pipes of 100 mm. including laying in proper grade and
jointing the completed as per directed specification.
17 Providing and casting in situ controlled cement concrete M-35 for 325.49 Cum 5487.49
R.C.C. work in piers, abutments & R.C.C. Return as per drawing
including centering, shuttering, scaffolding where necessary laying,
vibrating, curing and finishing complete for all heights.
18 Providing and casting in situ controlled cement concrete M-35 mix 151.00 Cum 5491.23
for R.C.C. work in pier cap, abutment cap and dirt wall including
controlled cement concrete M-40 bed blocks or pedestals of
required size below bearings as per detailed drawings including
centering, shuttering, scaffolding wherever necessary laying,
vibrating, curing and finishing complete.
19 Providing and casting in situ controlled cement concrete M-40 mix 24.00 Cum 5570.52
for bed block or pedestals and seismic arrester of required
drawings, centering, shuttering, scaffolding wherever necessary
laying, vibrating, curing and finishing complete.
20 Providing and laying in position fully moulded restrained 559872.00 Cu.cm 0.90
elastromeric bearing as per detailed drawings. .
21 Providing and casting in situ controlled cement concrete M-35 for 671.00 Cum 5960.41
R.C.C. work in super structure including centering, ramming,
vibrating, curing and finishing complete (B) T beam Deck slab type
of super structure (ii) T beam girder, slab and cross girder.
22 Providing and casting in situ controlled cement concrete M-40 for 97.40 Cum 5564.41
average 100mm thick wearing coat laid as directed including
tamping, vibrating, finishing, curing and filling in joints with bitumen
etc. complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
23 Reinforced Cement Concrete Crash Barrier (Provision of an 269.00 Rmt. 1532.19
Reinforced cement concrete crash barrier at the edges of the road,
approaches to bridge structures and medians, constructed with M-
40 grade concrete with TMT reinforcement conforming to IRC:21
and dowel bars 25 mm dia, 450 mm long at expansion joints filled
with pre-moulded asphalt filler board, keyed to the structure on
which it is built and installed as per design given in the enclosure
to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June
1994 as per dimensions in the approved drawing and at locations
with necessary priming coat and 3 coat of painting complete with
Yellow & Black Patta as directed by the Engineer, all as specified)
(A) Only crash barrier.
24 Providing P.V.C. 100mm dia. water spouts including necessary 48.00 No. 159.37
iron grating as per detailed drawing including placing etc. complete.
25 Providing and fixing marble slab including engraving letters, 2.00 No. 1012.65
numbers and painting etc. complete. (A) size 75 cm x 60 cm x
26 Providing and casting in situ controlled cement concrete M-30 for 21.00 Cum 5263.99
approach slab including form work, curing and finishing etc.
27 Providing and fixing in position Strip Seal type expansion joint 51.00 Rmt. 1733.16
catering to maximum horizontal movement upto 70 mm, complete
as per approved drawings and standard specification to be
installed by the manufacturer / supplier or their authorised
representative ensuring compliance to the manufacturer's
instructions for installation.
28 Providing Designing Supplying and Installation of Extruded Bi-Axial 648.00 Sq.m. 111.10
Polypropylene 30 kn GeoGrid including all labours & etc. complete.
29 Finishing wall with weather proof exterior emulsion paint on wall 404.00 Sq.m. 122.14
surface (two coats) to give an required shape even shade after
thoroughly brushing the surface to remove all dirt, dust and
remains of loose powdered materials etc. complete.
30 Providing fusion bonded epoxy coating not less than 175 micron 138.00 M.T. 10162.62
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ATM-775M including testing of coating at plant and all
taxes (A) 10mm to 16mm dia. bar.
31 Providing fusion bonded epoxy coating not less than 175 micron 207.00 M.T. 7296.24
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ATM-775M including testing of coating at plant and all
taxes (B) 20mm to 32mm dia. bar.
32 Structural steel work for inspection platform railing and ladder 6769.00 Kg. 131.83
(confirming to IS 4923-1997) riveted, bolted or welded in builtup for
all type sections, in framed work including cutting, hoisting, fixing
in position and applying a priming coat of approved steel primer all
complete as per the structural designs and directions of Engineer
in charge.
33 Providing and fixing the continuity arrangement in deck slab as per 26.00 Rmt. 8319.37
the detailed with fixture, components, filler etc. complete by
Engineer in charge.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
34 Clearing and grubbing of road land including up rooting wild 0.20 Hect. 28393.04
vegetation, grass, bush shrubs, saplings and trees of girth up to
300 mm removal of stumps of such trees cut earlier and disposal
of unserviceable material (C) by mechanical means in area of light
35 Box cutting the road surface to proper slope and camber for 462.00 Cum 104.20
making a base for road work including removing the excavated
stuff and depositing on the road side slope as directed upto
36 Earth work for embankment including breaking clods, dressing 22290.00 Cum 230.29
with all lead and lift including watering, rolling and consolidation of
sub grade in layer and consolidation of sub grade in layers at
O.M.C. to required dry density including filling the depressions
which occur during the process using power roller 8 t to 10 t (C)
from borrow area within 8.0 km lead (With minimum 13% CBR)
37 Rolling & watering of earthwork in layers with power roller including 231.00 Cum 22.48
filling in depressions which occur during the process.
38 Construction of granular sub-base by providing close graded 623.00 Cum 1620.95
material, mixing in a mechanical mix plant at OMC, carriage of
mixed material to work site, spreading in uniform layers with motor
grader on prepared surface and compacting with vibratory power
roller to achieve the desired density, complete as per clause
for Grading- I Material.
39 Water Bound Macadam (Providing, laying, spreading and 612.00 Cum 1941.20
compacting stone aggregates of specific sizes to water bound
macadam specification including spreading in uniform thickness,
hand packing, rolling with vibratory roller 8-10 tonnes in stages to
proper grade and camber, applying and brooming requisite type of
screening/ binding materials to fill up the interstices of coarse
aggregate, watering and compacting to the required density)
Grading- I.
40 Providing and laying compacted of specified hard murrum in side 30.00 Cum 512.07
shoulder including carriage of material and spreading on prepared
base including compacting as per MORTH specification etc.
41 Providing and laying evenly priming coat using low viscosity liquid 3000.00 Sq.m. 63.36
bituminous emulsion SS1 of IS-8887 materials at the rate of
Kg./10 Sq.m. on WBM / Road surface using emulsion pressure
sprayer including the cost of all labour, materials, heating,
machinery & equipment etc. complete as directed
42 Providing and laying evenly tack coat using rapid setting emulsion 6000.00 Sq.m. 13.52
(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface
using emulsion pressure sprayer including the cost of all labour,
materials, heating, machinery & equipment etc. complete.
43 Providing & laying Bituminous grout 37.50 mm thick in higher 225.00 M.T. 2048.28
capacity plant with asphalt of grade of VG-30 at the rate of 1.99%
by weight of mix using B.T. chips of required gradation including
cleaning and heating asphalt premix materials by hot mix process
in proper gradation and laying with sensor paver and consolidation
by roller of 8 to 10 tonnes including cost of all materials, asphalt,
aggregates, labour charges, royalty charges etc. completed as
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
44 Providing and laying bituminous macadam with higher capacity 269.00 M.T. 2756.29
plant using crushed aggregates of specified grading premixed with
bituminous binder Asphalt grade VG-30 at the rate of 3.4% by total
weight of premix, transported to site, laid over a previously
prepared surface with paver finisher to the required grade, level
and alignment and rolled as per clauses 501.6 and 501.7 to
achieve the desired compaction for Grading-II (19 mm nominal
45 Providing and laying 20mm thick mix seal surfacing using B.T. 138.00 M.T. 3293.61
chips as per required gradation and mixing asphalt grade VG-30 @
5.10% by weight of total mix and mixing by contractor's own drum
mix plant and laying by sencer paver finisher and consolidation
with vibratory roller including necessary firewood, oil, lubricants,
labour charges etc. using contractor's own drum mix plant and
equipment, tool etc. completed in accordance with the requirement
of specification.
46 Providing and fixing ordinary kilometer stone of approved hard 2.00 No. 1290.57
stone as per IRC type design and fixing in C.C 1:4:8 including
lettering and paints etc. complete. (For O.D.R and V.R.)
47 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 No. 1935.15
per I.R.C. type design in C.C. 1:4:8 including painting and lettering
etc. complete (For N.H., S.H. and M.D.R.)
48 Providing and fixing Hectometer as per I.R.C. type design 6.00 No. 356.50
including painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10.
49 Providing and fixing Guard stone as per I.R.C. type design 60.00 No. 349.11
including white washing etc. complete (ii) Fixing in C.C. 1:5:10
50 Direction (Junction) Sign :- Providing and fixing sign boards made 4.00 No. 21287.51
out of 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
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
51 Informatory Signs / Facility Informatory Sign :- Providing and fixing 20.00 No. 3990.64
sign boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite panel) size 80 x 60 cms rectangular as per
design of IRC-67-2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy primer and two coats
of best quality epoxy paint, reflectorised with Micro Prismatic
Grade retro reflective sheeting of Type-4 as per ASTM D-
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
52 Regulatory / Mandatory Sign :-Providing and fixing sign boards 4.00 No. 3540.12
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite panel) size 60 cms dia. Circle as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching; coated
with one coat of epoxy primer and two coats of best quality epoxy
paint reflectorised with Micro Prismatic Grade retro 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
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
53 Village Name Sign :- Providing and fixing sign boards made out of 8.00 No. 6397.43
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 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
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 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
54 Sign board per Square Meter :- Providing and fixing sign boards 5.00 Sq.m. 7894.02
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite panel) size 1meter x 1 meter 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 mtr long stand post (2 Nos.) 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 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 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
55 Hazard Marker Sign :- Providing and fixing sign boards made out 8.00 No. 3518.69
of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)
size 90 x 30 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
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
56 STOP Sign :- Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36
aluminium sheet / 4mm ACP (Aluminum composite panel) size
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 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
57 Road marking with hot applied thermoplastic paints with 794.00 Sq.m. 367.72
reflectorising glass 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 beads 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 colour 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 35-2015. Warranty for the
Retro reflectivity should be two years.
58 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 267.00 No. 326.23
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 Sq.cm on each side and the slope to
the base shall be 35 +/- 5 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 Kgs. 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 manufacturer's recommendation and
the color of the marker should be as per the IRC 35-2015 and as
directed by Engineer-in-charge.
59 Cautionary Warning Sign :- Providing and fixing sign boards made 2.00 No. 3906.19
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite
panel) size 90 x 90 x 90 cms. equilateral triangle as per design of
IRC-67-2012. Pre treated with phospheting process & acid etching,
coated with one coat of epoxy primer and two coats of best quality
epoxy paint reflectorised with Micro Prismatic grade retro 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
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
60 Providing and erecting a "Thrie" metal beam crash barrier 700.00 Rmt. 1790.73
comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm
above road/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with
1.15 m below ground 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
space of channel section 150 x 75 x 5 mm, 546 mm long complete
as per clause 810 including necessary excavation of Post,
providing levelling course M-10 (Size 0.65 x 0.65 x 0.10 m) &
foundation concrete in M-200 (Size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x
0.70) as per requirement and instruction from engineer in charge.
61 Chevron Sign / Route Marker sign :- Providing and fixing sign 10.00 No. 3842.20
boards made out of 1.5mm aluminium sheet / 3 mm ACP
(Aluminium composite panel) size 60 x 50 cm rectangular plus
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,
3.3 mtr. long stand post of 75 x 75 x6mm / 65 NB Circular MS Pipe
as required and frame fabricated from suitable size iron angle of
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
product offered shall be submitted by contractor.
(B) Class-B Type-4 Retro Reflective sheeting.
62 Excavation for foundation upto 1.50 mt. depth including sorting out 240.00 Cum 241.79
and stacking of useful material and disposing off the excavated
stuff within all lead and lift for all sorts of soil.
63 Providing and filling in foundation with ordinary cement concrete M- 20.00 Cum 3101.80
100 mix and providing necessary vertical pin headers including
formwork vibrating ramming & curing complete.
64 Providing and casting in situ ordinary cement concrete M-150 mix 377.00 Cum 3674.78
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete without
‘V‘ grooves (A) Height from 0.0 to 5.0 mt.
65 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 1.93 M.T. 73217.53
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings.
66 Filling available excavated earth (excluding rock) in trenches, 240.00 Cum 130.39
plinth, sides of foundation etc. in layers not exceeding 20 cm. in
depth consolidating each deposited layers by ramming and
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
67 Providing and laying rubble pitching of 30.0 cm. thick with filling the 271.00 Sq.m. 599.94
sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and
cms. x 30 cms. panel wall as per the detailed drawing with
necessary excavation and providing water chutes of C.C. 1:3:6 at
24.00 mt. C/C providing pointing on rubble pitching in C.M. 1:3 etc.
Total Rs.
i.e. Rs. Six Crore, Twenty Lacs, Nineteen Thousand, Six hundred Twelve and Twenty 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.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Limkheda Dahod Dahod
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MMGSY ENVIRONMENT GR new.pdf
GR for Inspection 16.10.2025.pdf
GR for Mix Design 16.10.2025.pdf
Performance Bond and Bitumen date_260504_153117.pdf
BOQ.pdf
Drawings.pdf
General Techical Specifications.pdf
GRs.pdf
SBD Book - Bridge on Paniya Kesharpura SH RD.pdf
Specification Index.pdf
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