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Tender Value
₹12.7 Cr
EMD Value
₹12.7 L
Closing Date
5 Sept 2026, 6:00 pm5d left
Executive Engineer Panchayat R&B Division Amreli
Construction Of Major Bridge On Jeera Amba Road Ch: 3/600 To 3/800 Ta.Savarkundla, Dist.Amreli.
338121
Tender Notice No.14/2026-27, Sr.No.19
Open
Civil Works - Bridges
Works
Amreli
20 documents required · 19 mandatory · 1 optional
₹18,000
Executive Engineer Panchayat R&B Division Amreli
₹12.7 L
28 Aug 2026
28 Aug 2026
28 Aug 2026
5 Sept 2026
28 Aug 2026
No. Rate In
1 Dismantling of Structures (Mechanical Means) 1976.40 Cu.m. 930.35
Dismantling of existing structures like culverts,
bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood
work, steel work, including T&P and scaffolding
wherever necessary, sorting the dismantled
material, disposal of unserviceable material and
stacking the serviceable material with all lifts and
lead of 1000 m as per Technical Specification
Clause
2 Clearing and Grubbing Road Land (By 3.34 Hectre 28455.09
Mechanical Means)
Clearing and grubbing road land including
uprooting wild vegetation, grass, bushes, shrubs,
saplings and trees of girth upto 300 mm, removal
of stumps of such trees cut earlier and disposal of
unserviceable materials and stacking of
serviceable material to be used or auctioned, upto
a lead of 1000 m including removal and disposal
of top organic soil not exceeding 150 mm in
thickness as per Technical Specification Clause
3 Marking out the centre line of the bridge & 1.00 Each 35350.00
various other component structure & complete
lining out and levelling with the
theodolites, levels including constructing
necessary masonry reference pillars for lines and
levels and establishing necessary bench marks
etc. complete as directed including the cost of
all materials & labour charges etc.
Description of Item Quantity Unit Amount
No. Rate In
4 Diversion of water course, providing cofferdam 1485.00 Cum 177.91
and bund or island as may be necessary for
foundation and maintaining the same for the
period as may be necessary. (A) Diversion by
Channel (F) Abutment Left (including returns/
wing walls) Preparing Earthen Bund with
earthwork for embankment including breaking
clods, dressing with all lead and lift and including
watering rolling and consolidation of subgrade in
layer sat O.M.C. to required dry density including
filling thede pression which occurduring the
processusing power roller 8T to 10T. (E) From
Borrow area within 3.0KM. lead for construction
period after finishing of work site to be cleared by
as directed by Engineer in Charge .
5 Providing flood gauge marks on substructure as 107.10 R.mt. 156.34
per design including painting complete.
6 Providing and laying filter media 600mm thick as 1474.17 Sq.m. 1239.35
directed at the back of abutments, returns and
retaining wall as per detailed specifications.
7 Providing & laying Weep holes in RCC 1715.00 Each 56.13
abutment,Return wall and retaining wall with
mm dia PVC pipe and non-corrodible grating and
geotextile, extending through the full width of the
structure with slope of 1V:20H etc. complete as
per drawing and technical specification.
8 Backfilling behind abutment, wing wall and 3910.53 Cu.m. 562.08
return wall complete as per drawings &
technical specification Clause 1204.3.8 Sandy
Description of Item Quantity Unit Amount
No. Rate In
9 Excavation for foundation in sand, gravel, clay 3962.33 Cu.m. 511.11
soft soils and murrum etc. including shoring,
strutting dewatering as necessary and disposing of
the excavated stuff as directed.(A) Depth upto
M. and lead upto 100m for 10 Cum
10 Excavation for foundation in sand, gravel, clay 208.80 Cu.m. 599.64
soft soils and 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 for 10 Cum
11 Providing and laying in positions machine mixed 466.71 Cu.m. 3715.79
Plain Ordinary Cement Concrete M15 grade for
leveling course below foundation, approach slab,
etc. at other places as directed by Engineer-in-
charge with graded broken stone aggregate from
6mm to 20 mm including tamping, vibrating,
leveling and curing complete with all formwork,
dewatering wherever required including all
materials, labours, plants, machineries & tools,al
lleads and lifts, etc.complete as per specification.
12 Providing and cast in situ controlled cement 927.94 Cu.m. 5221.70
concrete of M-35 grade as per relevent code for
reinforced cement concrete with 20mm down
graded crushed stone aggregates of required size
in foundation of pier abutment For Pile Cap etc.
& Sub-structure including form work shuttering
and supporting arrangement (excluding cost of
reinforcement ) and transporting concrete from
batching plant by transit mixture, placing it in
position, Compacting with needle Vibrator
including Curing with all labour, material,
machinery, all lead, lift etc complete as per
drawing and Technical specification.
Description of Item Quantity Unit Amount
No. Rate In
13 Providing and placing the reinforcement in 104.80 MT 78362.28
designed position, fixing, lowering in position
TMT bars Fe550 D grade conforming to IS
for foundation of pier & abutment For Pile Cap
etc at all levels. The rates includes for supply,
loading, unloading, transporting to site, cutting,
bending, hooking, placing, tying in position with
contractor's own black annealed binding wire,
welding, etc. Welding and supporting in position
to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads &
lifts,etc. including contractor's own equipment,
labour, supervisor, taxes, machineries, etc.
complete as per drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
2) Black annealed binding wire shall not be
included in the paying quantity.
3) The work shall be done as per execution
14 Empty boring through all sorts of strata for 795.00 R.mt. 4025.40
providing 1.20 m dia RCC bored piles to required
depth including flushing necessary casting pipe
with all plants and equipments as required as per
detailed specifications for Abutment and Piers
(Excluding Concrete & Reinforcement)
Description of Item Quantity Unit Amount
No. Rate In
15 Carrying out load test on any pile as per standard 3.00 Each 327745.00
procedure laid down in the IS:2911 specification
including construction of test cap, dismantling the
cap after test and cleaning the site and maintaining
complete records of load settlement as directed by
Engineer and as per specification, and submission
of records.
a. Load testing of foundation piles including
loading with necessary kentledge of any other
suitable method a per details (Initial load Test)
1200mm dia Pile
16 Carrying out load test on any pile as per standard 3.00 Each 256237.00
procedure laid down in the IS:2911 specification
including construction of test cap, dismantling the
cap after test and cleaning the site and maintaining
complete records of load settlement as directed by
Engineer and as per specification, and submission
of records.
b. Load testing of foundation piles including
loading with necessary kentledge of any other
suitable method a per details (Routine load Test)
1200mm dia Pile
Description of Item Quantity Unit Amount
No. Rate In
17 Performing Integrity Test (low strain) on vertical 74.00 Each 893.85
pile. The item shall 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
days 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.
1200mm dia Pile
18 Providing and casting in situ controlled cement 999.05 Cu.m. 5022.73
concrete M-35 for RCC bored pile from 1.2 m.
dia. using Tremie Pipe including necessary
flushing, dewatering, formwork, mixing in
mechanised batch mix plant, transporting,
compacting,and finishing including all leads &
lifts complete as per detailed specifications.
(Excluding Reinforcement)
19 Chipping and dressing of the RCC piles upto cut- 100.38 Cu.m. 930.35
off level (Min. 1 D) including cleaning of
reinforcement and removal of dismantled
materials, etc. for providing pile caps as directed
by Engineer and as per specification. for 1200 mm
dia. pile.
20 Providing and installing 6 mm MS liner for bored- 39.60 MT 47323.73
cast-in-situ concrete piles including applying
protective coating as per drawing and
specification and as directed by Engineer.
Description of Item Quantity Unit Amount
No. Rate In
21 Providing and placing the reinforcement in 165.27 MT 78362.28
designed position, fixing, lowering in position
TMT bars Fe550 D grade conforming to IS
for Pile etc at all levels. The rates includes for
supply, loading, unloading, transporting to site,
cutting, bending, hooking, placing, tying in
position with contractor's own black annealed
binding wire, welding, etc. Welding and
supporting in position to ensure lines and levels
during concreting, maintaining proper cover /
spacing, all leads & lifts,etc. including contractor's
own equipment, labour, supervisor, taxes,
machineries, etc. complete as per drawings and
specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
2) Black annealed binding wire shall not be
included in the paying quantity.
3) The work shall be done as per execution
Description of Item Quantity Unit Amount
No. Rate In
22 Providing and casting in-situ Reinforced Cement 1010.55 Cu.m. 5571.16
Concrete M35 grade controlled cement concrete in
pier, abutment & return wall etc. using 6mm to
20mm machine crushed well graded stone
aggregate, sand of approved quality, OPC53 grade
cement with contractor's own concrete mix design
as approved by PWD, etc. complete. The rate is
inclusive of all materials, including necessary
mixing in fully automatic batch mix plant,
transporting concrete by pontoon or tug boats etc,
curing,dewatering, vibrating, placing in position,
scaffolding, staging, shuttering, formworks,
deshuttering carefully, making good the
damages,fixing embedment, inserts, pockets,
wherever necessary, with all lead and lift with
contractor's labour,tools & plants, machineries, as
with F3 type exposed concrete finish and form
mark.Any honeycombing / Undulation found shall
be rectified to match F3 class finish. Note:- Rates
in items shall include cost of providing grooves,
chamfers, moulding, cut-out etc. in formwork.
The work will include placing in position of
necessary fixtures, sleeves for various purposes,
etc. complete as per drawings, specifications and
as directed by the Engineer in charge. The rate
shall also include preparation of construction
joints as per specifications and provide approved
wire mesh/weld mesh at such location as approved
by the Engineer-in-charge or as shown in
For Height 0 .00 to 5.00m
Description of Item Quantity Unit Amount
No. Rate In
23 Providing and casting in-situ Reinforced Cement 560.12 Cu.m. 5897.39
Concrete M35 grade controlled cement concrete in
pier, abutment, return wall & Retaining Wall etc.
using 6mm to 20mm machine crushed well graded
stone aggregate, sand of approved quality cement
with contractor's own concrete mix design as
approved by PWD, etc. complete. The rate is
inclusive of all materials, including necessary
mixing in fully automatic batch mix plant,
transporting concrete by pontoon or tug boats etc,
curing,dewatering, vibrating, placing in position,
scaffolding, staging, shuttering, formworks,
deshuttering carefully, making good the
damages,fixing embedment, inserts, pockets,
wherever necessary, with all lead and lift with
contractor's labour,tools & plants, machineries, as
with F3 type exposed concrete finish and form
mark.Any honeycombing / Undulation found shall
be rectified to match F3 class finish. Note:- Rates
in items shall include cost of providing grooves,
chamfers, moulding, cut-out etc. in formwork.
The work will include placing in position of
necessary fixtures, sleeves for various purposes,
etc. complete as per drawings, specifications and
as directed by the Engineer in charge. The rate
shall also include preparation of construction
joints as per specifications and provide approved
wire mesh/weld mesh at such location as approved
by the Engineer-in-charge or as shown in
Height 5.00 to 10.00m
Description of Item Quantity Unit Amount
No. Rate In
24 Providing and casting in-situ Reinforced Cement 282.19 Cu.m. 5651.96
Concrete M35 grade controlled cement concrete in
piercap, abutment cap, dirt wall,Pedestal &
seismic arrester etc.including controlled cement
concrete M-40 bed blocks or pedstals of required
size below bearings as per detailed drawings,
centering, shuttering, scaffolding, wherever
necessary, laying vibating, curing and finishing
complete. using 6mm to 20mm machine crushed
well graded stone aggregate, sand of approved
quality, OPC53 grade cement with contractor's
own concrete mix design as approved by client,
etc. complete. The rate is inclusive of all
materials, including necessary mixing in fully
automatic batch mix plant, transport, curing,
vibrating, placing in position, scaffolding, staging,
shuttering, formworks,
deshuttering carefully, making good the
damages,fixing embedment, inserts, pockets,
wherever necessary, with all lead and lift with
contractor's labour,tools & plants, machineries, as
required, with F3 type exposed concrete finish and
form mark.Any honeycombing / Undulation found
shall be rectify to match F3 class finish.
Note:- Rates in items shall include cost of
providing grooves, chamfers, moulding, cut-out
etc. in formwork. The work will include placing in
position of necessary fixtures, sleeves for various
purposes, etc. complete as per drawings,
specifications and as directed by the Engineer in
charge. The rate shall also include preparation of
construction joints as per specifications and
provide approved wire mesh/weld mesh at such
location as approved by the Engineer-in-charge or
as shown in drawings
Description of Item Quantity Unit Amount
No. Rate In
25 Providing and placing the reinforcement in 61.94 MT 78362.28
designed position, fixing, erecting or lowering in
position TMT bars Fe550 D grade conforming to
IS1786 for pier, abutment & return walll etc all
categories & depth, at all levels. The rates
includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking,
placing, tying in position with contractor's own
black annealed binding wire, welding, etc.
Welding and supporting inposition to ensure line
sand levels during concreting, maintaining proper
cover / spacing, all leads & lifts, etc. including
contractor's own equipment, labour, supervisor,
taxes, machineries, etc. complete as per
drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
Blackannealedbindingwireshallnotbeincludedinthe
payingquantity.
3) The work shall be done as per execution
Description of Item Quantity Unit Amount
No. Rate In
26 Providing and placing the reinforcement in 33.79 MT 78362.28
designed position, fixing, erecting or lowering in
position TMT bars Fe550 D grade conforming to
IS1786 for piercap,abutment cap,pedestal,sesmic
arrester & dirtwall etc all categories & depth, at all
levels. The rates includes for supply, loading,
unloading, transporting to site, cutting, bending,
hooking, placing, tying in position with
contractor's own black annealed binding wire,
welding, etc. Welding and supporting inposition
to ensure line sand levels during concreting,
maintaining proper cover / spacing, all leads &
lifts, etc. including contractor's own equipment,
labour, supervisor, taxes, machineries, etc.
complete as per drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
Blackannealedbindingwireshallnotbeincludedinthe
payingquantity.
3) The work shall be done as per execution
Description of Item Quantity Unit Amount
No. Rate In
27 Providing and casting in-situ Reinforced Cement 1302.00 Cu.m. 5696.40
Concrete M35 grade controlled cement concrete in
Solid Slab using 6 mm to 20 mm machine crushed
well graded stone aggregate, sand of approved
quality,OPC 53 grade cement with contractor's
own concrete mix design as approved by client
,etc.complete as per specification.
The rate is inclusive of all materials, including
necessary mixingin fully automatic batch mix
plant, transport, curing, vibrating, placing in
position, scaffolding, staging, shuttering,
formworks, deshuttering carefully, making good
the damages,fixing embedment, inserts, pockets,
wherever necessary,with all lead and lift with
contractor's labour, tools & plants, machineries, as
required, with F3 type exposed concrete finish and
form mark. Any honeycombing / Undulation
found shall be rectify to match F3 class finish.
28 Providing and laying TAR paper below solid slab 276.70 Sq.m. 75.75
29 Providing and casting in -situ controlled cement 151.34 Cu.m. 5291.39
concrete of M 40 grade for RCC crash Barrier
with 20 mm down coarse aggregate of the
required size including formwork, shuttering,
placing in position, consolidation with mechanical
vibrators curing finishing, deshuttering carefully,
marking good the damages, fixing embedment,
inserts, pockets, wherever necessary as directed
and as per drawing with F3 type exposed concrete
finish and formwork as directed by Engineer - in -
charge, etc. complete as per specification.
Description of Item Quantity Unit Amount
No. Rate In
30 Providing and placing the reinforcement in 130.91 MT 77746.61
designed position, fixing, erecting or lowering in
position TMT bars Fe550 D grade conforming to
IS1786 for superstructure & Crash Barrier all
categories & depth, at all levels. The rates
includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking,
placing, tying in position with contractor's own
black annealed bindingwire, welding etc. Welding
and supporting inposition to ensure line sand
levels during concreting, maintaining proper cover
/ spacing, all leads & lifts, etc. including
contractor's own equipment, labour, supervisor,
taxes, machineries, etc. complete as per
drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
2) Blackannealed
bindingwireshallnotbeincludedinthepayingquantity
3) The work shall be done as per execution
31 Providing and fixing metal expansion joints as per 134.40 R.mt. 2013.95
drawings. Details of expansion joint 50 x 50 x
6mm size two IS and 100 x 6mm MS plate with
x 20 x 25mm long hold fast @ 50 cm / cc on both
sides of expansion joints.
Description of Item Quantity Unit Amount
No. Rate In
32 Providing and casting in-situ Reinforced 23.63 Cu.m. 5423.70
controlled Cement Concrete M 30 grade with
20mm down coarse aggregate at any level
including shuttering, mixing with batching plant,
placing in position, consolidating with mechanical
vibrators, curing, deshuttering carefully, making
good the damages, fixing embedment, inserts,
pockets, wherever necessary as directed for
Approach Slab including all leads and lifts etc.
complete as per specification and drawing.
33 Providing and casting in-situ Reinforced 141.98 Cu.m. 5723.67
controlled Cement Concrete M 40 grade for
average 100 mm thick with 20mm down coarse
aggregate at any level including shuttering, mixing
with batching plant, placing in position,
consolidating with mechanical vibrators, curing,
deshuttering carefully, making good the damages,
fixing embedment, inserts, pockets, wherever
necessary as directed for wearing course
including all leads and lifts etc. complete as per
specification and drawing.
Description of Item Quantity Unit Amount
No. Rate In
34 Providing and placing the reinforcement in 12.42 MT 77746.61
designed position, fixing, erecting or lowering in
position TMT bars Fe550 D for approach slab,
wearing course & kerb grade conforming to
IS1786 for superstructure all categories & depth,
at all levels. The rates includes for supply,
loading, unloading, transporting to site, cutting,
bending, hooking, placing, tying in position with
contractor's own black annealed bindingwire,
welding etc. Welding and supporting inposition to
ensure line sand levels during concreting,
maintaining proper cover / spacing, all leads &
lifts, etc. including contractor's own equipment,
labour, supervisor, taxes, machineries, etc.
complete as per drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
2) Blackannealed
bindingwireshallnotbeincludedinthepayingquantity
3) The work shall be done as per execution
35 Providing, fabricating and fixing in position GI 90.00 Each 536.03
Drainage Spout arrangements having 100 mm dia.
Pipe B class with necessary bend, fixing to GI
chamber, GI grating, providing and applying one
coat of primer & two coat of anticorrosive paint,
etc. complete as per drawing and as per
specifications.
36 Providing and fixing marble slab including 2.00 Each 865.21
transporting ,engraving and painting all complete.
(ii) Size 60cm x 60cm x 4cm
37 Providing and fixing in position Mild steel dowel 211.20 R.mt. 341.29
bars in pier caps or abutment caps for anchorage
in fixed end as per detailed drawings including
cutting, bending and welding complete.
Description of Item Quantity Unit Amount
No. Rate In
38 Providing and fixing in position Mild steel dowel 185.60 R.mt. 399.70
bars in pier caps or abutments caps for anchorage
in free end as per detailed drawing including
cutting, bending and welding complete.
39 Providing and laying Extruted Biaxial 13017.50 Sq.m. 156.55
Polypropylene Geogrid 30 KN and thickness of
layer 0.75m up to 3 m height and height between
3 to 6m Extruted Biaxial Polypropylene Geogrid
30 KN and thickness of layer 0.6m as directed by
Engineer In charge and as per detailed
specification
40 Providing fusion bonded Epoxy coating not less 509.12 MT 8729.43
than 175 micron thickness and up to 300 micron
to reinforcement bars as per IS-13620-
1993/ASTM-775 M including testing of coating at
plant and all taxes
41 Providing and cast in situ controlled cement 831.60 Cu.m. 4964.15
concrete of M-35 grade as per relevent code for
reinforced cement concrete with 20mm down
graded crushed stone aggregates of required size
in foundation of Retaining Wall etc. & Sub-
structure including form work shuttering and
supporting arrangement (excluding cost of
reinforcement ) and transporting concrete from
batching plant by transit mixture, placing it in
position, Compacting with needle Vibrator
including Curing with all labour, material,
machinery, all lead, lift etc complete as per
drawing and Technical specification.
Description of Item Quantity Unit Amount
No. Rate In
42 Providing and placing the reinforcement in 54.05 MT 73858.69
designed position, fixing, lowering in position
TMT bars Fe500 D grade conforming to IS
for foundation of Retaining Wall etc at all levels.
The rates includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking,
placing, tying in position with contractor's own
black annealed binding wire, welding, etc.
Welding and supporting in position to ensure lines
and levels during concreting, maintaining proper
cover / spacing, all leads & lifts,etc. including
contractor's own equipment, labour, supervisor,
taxes, machineries, etc. complete as per drawings
and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
2) Black annealed binding wire shall not be
included in the paying quantity.
3) The work shall be done as per execution
Description of Item Quantity Unit Amount
No. Rate In
43 Providing and casting in-situ Reinforced Cement 10.70 Cum 6451.88
Concrete M35 grade controlled cement concrete in
Retaining Wall etc. using 6mm to 20mm machine
crushed well graded stone aggregate, sand of
approved quality, OPC53 grade cement with
contractor's own concrete mix design as approved
by PWD, etc. complete. The rate is inclusive of all
materials, including necessary mixing in fully
automatic batch mix plant, transporting concrete
by pontoon or tug boats etc, curing,dewatering,
vibrating, placing in position, scaffolding, staging,
shuttering, formworks, deshuttering carefully,
making good the damages,fixing embedment,
inserts, pockets, wherever necessary, with all lead
and lift with contractor's labour,tools & plants,
machineries, as required, with F3 type exposed
concrete finish and form mark. Any
honeycombing / Undulation found shall be
rectified to match F3 class finish.
to match F3 class finish. Note:- Rates in items
shall include cost of providing grooves, chamfers,
moulding, cut-out etc. in formwork. The work will
include placing in position of necessary fixtures,
sleeves for various purposes, etc. complete as per
drawings, specifications and as directed by the
Engineer in charge. The rate shall also include
preparation of construction joints as per
specifications and provide approved wire
mesh/weld mesh at such location as approved by
the Engineer-in-charge or as shown in drawings.
Height from 10.0 to 15.0 m
Description of Item Quantity Unit Amount
No. Rate In
44 Providing and placing the reinforcement in 115.76 MT 73858.69
designed position, fixing, erecting or lowering in
position TMT bars Fe500 D grade conforming to
IS1786 for Retaining Wall etc all categories &
depth, at all levels. The rates includes for supply,
loading, unloading, transporting to site, cutting,
bending, hooking, placing, tying in position with
contractor's own black annealed binding wire,
welding, etc. Welding and supporting inposition
to ensure line sand levels during concreting,
maintaining proper cover / spacing, all leads &
lifts, etc. including contractor's own equipment,
labour, supervisor, taxes, machineries, etc.
complete as per drawings and specification.
1) The waste cut pieces and laps shall not be
included in the paying quantity.
Blackannealedbindingwireshallnotbeincludedinthe
payingquantity.
3) The work shall be done as per execution
45 Providing Vertical joints between retaining walls, 165.00 Rmt 703.53
abutments, etc. with G.I. sheet 300 mm wide &
1.6 mm thick with required holes and holding
arrangement & with necessary asphalt pad sealing
the joint with filler material.
Description of Item Quantity Unit Amount
No. Rate In
46 Providing and applying anti carbonation, anti 2937.00 sqmt 121.09
fading, mold resistant, heat insulating, and 100%
acrylic breathable decorative external waterproof
coating of approved shade having Viscosity @
Room Temperature by Ford cup No. B-4 (dilute
parts of product with I part of water) 18 to 30 sec.
pH of 7.00 to 10.00 and Sp. Gravity @ Room
Temperature 1.30+0.1, tested for carbon dioxide
diffusion resistance properties for coating
materials and coating systems for exterior
masonry and concrete as per DIN EN 1062-6
(2002-2010) by a NBA Grade "A" accredited
institution.
47 Providing and laying filter media 450mm thick as 239.63 Cu.m 743.61
directed at the back of abutments, returns and
retaining wall as per detailed specifications.
48 Earth work for embankment including breaking 7061.56 Cum 177.91
clods, dressing with all lead and lift including
watering, rolling and consolidation of sub grade in
layers at O.M.C to required dry density including
filling the depression which occur during the
process using vibratory roller 8 to 10 Tonne (c)
From Borrow area with in 3.0 KM Lead
49 Providing and casting in situ controlled cement 883.41 Cu.m. 5227.36
concrete M-20 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.(3) RCC
return (upto 10 ton)
Description of Item Quantity Unit Amount
No. Rate In
50 Construction of granular sub-base 150 mm thick 631.00 Cum 865.57
by providing machine crushed B.T. material
satisfying MORT&H specification (Fifth revision)
of grading V including spreading in uniform layer
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 etc. complete.
51 Construction of concrete road using tremix system 446.00 Cum 6375.12
with 20cm thick CC M 300 Concrete mixing conplast
P-211 water reduction admixture @ 100 ml/bag of
cement and harder 62.50ml/bag using fixing and
removing 'C' Channels of required road depth leveling
if placed concrte with surface vibrator, finishing the
surface with power floter and towel tight brooming as
directed with providing expansion joints 20 x 200mm
and construction joint 20 x 20 mm using concrete
cutter machine etc. complete.
52 Providing and fixing in position FE 500D TMT bar 11.14 MT 73243.01
reinforement including cutting, bending and tying
complete as per detailed drawings. (A) R.C.C. Road
53 Providing and laying 22.5 cms thick dry stone 4141.00 Sq.m. 889.60
pitching including preparing the surface with 15 cms
thick murrum beding and including watering and
providing 30 cms x 30cms pannel in cement concrete
1:3:6 at 3.0 meter center to center vertically &
Horizontally and filling the voids of rubble with
quarry spalls and murrum including ramming and
watering with flush pointing on dry stone pitching and
uncoursed stone masonary with C.M. 1:3 (1 Cement:3
Sand) etc. complete.(Including Supplying and
Spreading Murram)
Description of Item Quantity Unit Amount
No. Rate In
54 Road marking with hot applied thermoplastic 209.00 Sqm 367.72
paints with reflectorislng glass beads on bitumin
surface. Providing and laying a hot applied
thermoplastic compound 2.5 mm thick includ lng
reflectorlsing glass beads@ 2SOgms per sqm area,
thickness of 2 .5mm is excluding of surface
applied, glass beds as per lRC: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
mcd/m2/lux and Asphalt road shall be min
mcd/m2/lux during the service life during the day
time.The marking should meet the performance
criteria for night time reflectivity, wet reflectivity
and skid resistance as mentioned In the section-15
of IRC 35·2015 Warranty for reflectivity shall be
for two years.
Description of Item Quantity Unit Amount
No. Rate In
55 Cat Eye / Road Stud / RPM: Supplying of Molded 103.00 Nos. 326.23
Twin 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,
mm and 130 mm and with minimum reflective area of
13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not less
than 19 +/- 2 mm and height not less than 30+/-
mm) from the body is to be a minimum value of
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.
Description of Item Quantity Unit Amount
No. Rate In
56 Direction (Junction) Sign :-Providing and fixing sign 2.00 Nos. 21287.50
boards made out of 2mm aluminum 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 High
Intensity Prismatic Grade retro reflective sheeting of
Type-4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 4.0mtr (2 Nos.) 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 50x50x5mm; 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
Description of Item Quantity Unit Amount
No. Rate In
57 Cautionary Warning Sign :-Providing and fixing sign 2.00 No. 3906.18
boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 90 x 90 x
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 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
Description of Item Quantity Unit Amount
No. Rate In
58 Hazard Marker Sign :-Providing and fixing sign 2.00 No. 3518.68
boards made out of 2mm aluminium sheet / 4mm 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 High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
1.8mtr 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
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
Description of Item Quantity Unit Amount
No. Rate In
59 Village name Sign :-Providing and fixing sign boards 2.00 No. 6397.43
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90x60 cms.
rectangular as per design of IRC-67-2012. Pre treated
with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
3.3mtr long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x
3mm; painted with bestquality epoxy coatings in black
and white bends. the details of symbol or inscription /
numerals for each board shall be as per the instruction
of engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg
including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for
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
Description of Item Quantity Unit Amount
No. Rate In
60 Facility Informatory Sign :-Providing and fixing sign 2.00 No. 3990.64
boards made out of 2mm aluminum 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 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
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.
Description of Item Quantity Unit Amount
No. Rate In
61 Chevron Sign :-Providing and fixing sign boards 4.00 No. 3711.75
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 60 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 high
intensity Prismatic Grade retro refiective sheeting of
Type-4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 3.3mtr long stand post of Iron Angle
75 x 75 x 6mm / 65NB Circular MS Pipe as required
and frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with 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
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
Description of Item Quantity Unit Amount
No. Rate In
62 Regulatory / Mandatory Sign :-Providing and fixing 10.00 No. 3540.12
sign boards made out of 2mm aluminum sheet / 4mm
ACP (Aluminum composite Panel); size 60 cms. Dia
Circle as per design of IRC-67-2012. Pre treated with
phospheting process & acid etching; coated with one
coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro 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
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.
Description of Item Quantity Unit Amount
No. Rate In
63 Type=B THRIE : Metal Beam Crash Barrier 200.00 Rmt 4932.81
Providing and directing a "Thrie" beam metal crash
barrier comprising of 3 mm thick corrugated sheet
metal beam rall, 85 cm above road/ground level, fixed
on ISMC series channel vertical post, 150x75x5mm
spaced 2 m centre to centre, 2 m high with 1.15 m
below ground level. The vertical post fixing at site
shall be in M25 grade cement concrete of
size35x35x120 cms. for each post including
excavation curing etc.completed. All steel parts and
fitments to be galvanisd by not dip process all fitings
to confirm to IS f367 and IS 1364 metal beam rail to
be fixed on the vrtical post with a spacer of channel
section 150x75x5 mm, 550 mm long completed as per
Morth specification cause 810 including butt welding
to all nuts & bolts & including 3 mm ACM type
reflector 100 mm wid & 4.5 m long, type 4 class B
high intensity Grad sheeting as per IRC 67:2012 etc.
completed as per instruction of Engineer in charge.
Also radium redyellow color strip of size 100x300
mm shall be fixed on vrtical front side of post for bettr
night visibility. Th spacer post, thrie beam raill shall
be cold roll formed & galvanized with 550 gm/sq.mtr.
64 Providing , laying, spreading and compacting 277.00 Cum 1553.38
stone aggregate of 90 to 45mm sizes to water
bound macadam Grade I spcification including
spreding in unifrom thcikness, hand packing,
rolling with smoth wheel roller 80-100 KN in
stgae to proper grade and camber , applying and
brooming, stone screenin/binding materail to fill
up the interstics of coarse aggregate.
65 Providing and applying priming coat with 1293.00 Sqm 71.22
emulsion SS1 grade at the rate of 7.50 kg/
Sq.mt. including cost of asphalt and preparing the
surface heating, and applying etc. complete.
Description of Item Quantity Unit Amount
No. Rate In
66 Providing & Laying 20mm thick mix seal 54.00 MT 3445.11
surfacing using stone chipping and aggregate as
per MORT&H specification and asphalt grade VG-
30 for mixing at the rate of 4.5% of total mix
including heating the ahhrehate and asphalt by
drum mixing plant and including using asphalt
grade VG-30 for tack coat at the rate of
2.5kg/10sq.mt. spreding with vibratory roller
including providing all materials equipments tools
and plants oil, keroscene, firewood , labour
charges etc. complete
67 Men at work (Heavy) sign :-Providing and fixing sign 2.00 No 9148.15
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 120cm x 90cm 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 refiective sheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
3.6 mtr long stand post (2 Nos.) of Iron Angle 75 x
x 6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
50x50x5mm; 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
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
Description of Item Quantity Unit Amount
No. Rate In
68 Diversion Ahead Sign :-Providing and fixing sign 2.00 No 9867.07
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 180x60 cms.
rectangular as per design of IRC-67-2012. Pre treated
with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.
Specifications; 3.1 mtr long stand post (2 Nos.) of Iron
Angle 50 x 50 x 5mm / 50NB Circular MS Pipe as
required and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm; painted with bestquality
epoxy coatings in black and white bends. The details
of symbol for each board shall be as per the
instruction of engineer in charge. The fixing at site
shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.
for each leg including excavation, curing etc.complete
under the supervision of engineer in charge. A
warranty for 7 years for the Retro reflective sheeting
from original manufacturer & a certified copy of
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
Description of Item Quantity Unit Amount
No. Rate In
69 Supplying and fixing reinforced concrete heavy duty 150.00 Rmt 3271.56
non-pressure pipes with collars for culverts including
setting and joining the pipes in C.M. 1:2 watering and
laying (To level of slops of I.S. 458 / 1971 Class NP3
casted by vertically vibrated technology of following
internal diameter. (v) 900 mm dia.
Deputy Executive Engineer Executive Engineer
Panchayat ( R&B ) Sub Division Panchayat (R&B) Division
Savarkundla Amreli
I/We am/are willing to carry out the work at ………………………………………………..% above/below
(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our
tender works out as under.
*Estimated amount *Estimated amount
Put to tender Rs.127185060.39 Put to tender Rs.
Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….
Net Rs. …………………….… Total Rs. ………….…
In words ………………….……………… In words ………………….…………………
*( please strike out whichever is not applicable)
The Contractor shall exhibition board with detailed specification and details of work as directed by the
Engineer – In – Charge for which no extra payment shall bemade.
2 The labourcess 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.
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 the reisa 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.
All Credit amount of 1649876.70/- (Rupees ) shall be recovered from the running bill in which
5 dismantle item recorde for payment.
Signature of Bidder
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0.8 GR LIST WITH NO._compressed.pdf
0.1 SBD.pdf
0.3 SEPCIFICATION -JEERA AMBA.pdf
0.5 SCHEDULE FOR TESTING OF MATERIALS.pdf
0.6 Pre Qualification.pdf
0.7 Drawing.pdf
0.8 Drawing-2.pdf
0.9 Drawing-3.pdf
0.2 BOQ.pdf
Tender Notice No.14-Time Extend.pdf
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