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Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
29 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Pan (R & B) Division, Jamnagar
Improvement of Morana Bhesdad Road of Jodiya Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-25 Taluka : Jodiya Dist: Jamnagar. (3rd Try)
306639
03 of 2026-27
Open
Civil Works
Jamnagar
6 documents required · 6 mandatory
₹6,000
Executive Engineer Pan (R & B) Division, Jamnagar.
₹4.2 L
20 May 2026
20 May 2026
20 May 2026
29 May 2026
20 May 2026
Name of Work:- Improvement of Morana Bhesdad Road of Jodiya Taluka Under Kishan path
Yojana Package No. JAM/KP/ RS/Jodiya /2025-26 / P-25 Taluka : Jodiya Dist: Jamnagar.
Taluka : Jodiya Dist: Jamnagar.
BILL OF QUANTITIES
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
1 Earthwork for embankment including 3317.00 Cum. 173.30
breaking clods, dressing with all lead and lift
(excluding watering and consolidation)(B)
From Borrow area within all lead.
2 Rolling and watering of earth work in layers 5448.75 Cum. 23.17
with Vibratory roller including filling in
depressions which occur during the process
3 Providing and laying wet mix macadam base 102.00 Cum. 879.71
course as per MORTH specification using
machine crushed B.T. chips as per required
gradation, mixing with required optimum
quantity of water, conveying the mix to site of
work, spreading in to grade and camber with
paver/mechanical means and consolidation
each layer with vibratory roller to aschieve
the desired density including cost of material
labour plant and equipment etc. complete.
4 Scarifying gravelled macadam or bitumen 5269.00 Sqm, 42.59
macadam surface 6 cm to 10 cm.depth
including stacking useful materials on road
side and disposing off remaining stuff.
5 Providing and laying WBM of 100 mm thick 257.00 Cum. 1018.73
machine crushed B.T. metal (free of
disintegrated pieces of deleterious and
organic matter) of size 45mm to 90 mm in
required layers with using 21% screening
material of 6 to 10 mm size and 10% stone
dust as filler including spreading rolling
watering and consolidatation by vibratory
roller etc. complete and grading as per I.R.C.
code with all lead
6 Providing and applying hincol made or 679.00 Sqm, 63.74
eqvivalent grade priming coat with emulsion
(SS-1) at the rate of 7.50 kg/ 10 Sq.mt.
including cost of asphalt and preparing the
surface heating, and applying etc. complete.
1 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
7 Providing and laying 37.50 mm thick Built up 1168.00 MT. 2157.36
spray grout in One layers using black crushed
stone aggregate as per gradation and
specification including using bitumen VG-30
for Tackcoat at the rate of 2.50 Kg/10 Sqmt on
Surface by mechanical sprayer and bitumen
VG-30 grade for mixing at the rate of
Kg./MT by weight of total mix (i.e.1.99%)
including heating and mixing the aggregate
and bitumen by continuous batching drum mix
plant, transporting the mix and spreading the
same by paver finisher and consolidation with
vibratory roller including cost of all materials,
fuel, labours, tools and plants using
contractor's own batch/drum mix plant and
machineries etc. complete in accordance
with the requirement of specification.
8 Providing, laying and rolling of 50 mm 1714.00 MT. 3005.76
compacted thick B.M. in one layer with B.T.
aggregate as specified and using bitumen VG-
30 for tack coat at the rate of 2.50 Kg / 10 Sqm
and using bitumen VG-30 for mixing with
aggregate at the rate of 3.5% i.e. 35Kg/ MT of
total mix including heating and mixing in drum
mix plant, and transporting and spreading the
same by paver finisher and consolidation with
vibratory roller 80 to 100 Kn static weight
including necessary firewood, oil, lubricants,
labour charges, using contractor's own drum
mix plant, machineries and requirement, tool
etc. completed in accordance with the
requirement of specification
9 Providing and laying 20mm thick average for 717.00 MT. 3325.93
Mix seal surface using stone chips @66% by
weight, gradation as per MORTH specification
and using bitumin VG 30 grade for mixing rate
not less then 50.90KG/MT on BT surface using
stone chips as per MORTH specification
including heating the ashphalt and
aggregates by hot mix plant and spreading
the same with paver finisher including
consolidation wit vibratory roller and
providing, operating plant machinaries,
equipments, tools, plants, oil, fire wood,
kerosene and all labour charges etc.
10 Dismentaling the existing structure including 198.00 Cum. 1108.12
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C.
11 Demolition of Brick work and stone masonry 73.00 Cum. 576.30
including stacking of serviceable materilas
and disposal of unserviceable materials with
all lead and lift.(ii) In Cement Mortar.
2 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
12 Box cutting the road surface to proper slope 930.00 Cum. 111.85
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
13 Providing and laying cement concrete 1:3:6 (1- 823.00 Cum. 3286.54
cement: 3-Coarse sand : 6- Crushed stone
aggregates 40mm nominal size) and curing
completed excluding cost of formwork.
14 Providing and casting in situ Ordinary trimix 2401.20 Cum. 5088.38
cement concrete M-250 for average 200mm
thick road work laid as directed including
adding super platisizer admixture of IS make
and providing and laying M.S. side rail of road
thickness with necessary nut bolts plates
fixing as per width applying plate vibrator
(electric or diesel) on channel compressor
with vacuum dewatering system by using all
necessary equipments and materials and
machinery such as running screed vibrator on
prelaid M.S. channel for leveling ,Vacume
pump, floating and power towelling etc with
filling the joints with bitumen as directed etc
15 Providing all time temporary Diversion 1300.00 Rmt. 970.61
suitable for traffic during the construction
period of the bridge/CD work by levelling
existing ground inlcuidng earthwork for
embankment and supplying and spreading
quarry spall in layer.
16 Excavation for foundation in hard murrum and 609.00 Cum. 625.37
boulders and very stiff or sticky, clays and
other similar strata including shoring and
strutting and dewatering as necessary and
disposing of the excavated stuff as directed .
17 Excavation in large boulders and soft rock by 549.00 Cum. 733.62
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
18 Excavation for foundation in Hard murrum 111.00 Cum. 442.91
upto any depth including sorting out and
stacking of useful materials and disposing
off the excavated stuff upto all lead and lift.
19 Excavation for foundation in Soft rock not 83.00 Cum. 458.30
requiring blasting upto any depth including
sorting out and stacking of useful
materials and disposing off the excavated
stuff upto all lead and lift.
20 Providing & Casting in situ ordinary cement 2863.00 Cum. 3938.30
concrete m-150 mix and providing necessary
in headers including shuttering, scaffolding,
laying, vibrating, curing and finishing comp.
without V - grooves.
3 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
21 Supplying and fixing reinforced concrete 23.00 Rmt. 3566.31
heavy duty non-pressure pipes without collars
for culvertscarrying heavy traffic as per IS
458-1991 specifications including setting the
pipes in CM 1:2 watering and laying (to level
or slopes) of class NP3 of 900mm dia.
22 Providing and laying in position FE 500D TMT 14.23 MT. 73858.69
bar reinforcement including cutting, bending,
hooking and tying complete as per detailed
23 Providing and fixing of flood gauge in C.C. 2.00 No. 1902.65
1:2:4 with M.S. Channels C Type of size 125 X
65 mm with web thick ness 5mm thick 1.50 mt.
long including the cutting the channels
bending one edge for hold fast including
painting with oil paint of approved brand
manufature three with one coat of primer and
marking Numbering lettering etc comp by
using radium strips at causeway deep on road
side As per Direction(Including cost of C-
Channels & Cement)
24 Informatrory sign: Providing and fixing sing 2.00 No. 3856.90
board made out of 2mm aluminium sheet size
80 x 60 cms rectangle as per design of IRC-67-
1977 pre treated with phospheting process &
acid teching coated with one coat of
epoxyprimer and two coat of best quality poxy
paint reflectorised with reto refiective
sheeting as per latest M.O.S.T. Specifications
3.10 m long stand postand frame fabricated
from suitable sixe iron angle of 35 X 35 X 3mm
75 X 75 X 6 mm as required painted with best
quality poxy coating in black and white bends
the details of symbols for each board shall
details of symbol of eachboard shall be as per
the instruction of engineer in charge the fixing
at site shall be in 1:2:4 CCblock of size 45 X
X 60 cms for each leg including excavation
curiing tec complete under the of engineer in
charge (A) Engineer Grade
25 Providing and fixing ordinary Kilometer stone 7.00 No. 704.33
of approved hard stone as per I.R.C. type
design in C.C. 1:4:8 including painting and
lettering etc. complete (For O.D.Road,V.R.)
26 Providing and fixing Hectometer as per I.R.C. 26.00 No. 116.07
type design including painting, lettering etc.
complete.(i) Fixing in Earths
27 Providing and fixing guard stone as per I.R.C. 600.00 No. 106.01
type design including white washing etc.
complete.(i) Fixing in Earth
28 Proviidng and fixing Indicator stone of 298.00 No. 102.84
approved stone as per I.R.C. type design
including white washing etc complete . Fixing
4 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
29 Village name Sign :-Providing and fixing sign 2.00 No. 6397.43
boards 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 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 Hazard Marker Sign :-Providing and fixing 8.00 No. 3518.68
sign boards made out of 2.0 mm aluminium
sheet / 4 mm ACP (Aluminum composite
Panel); size 90x30 cms. rectangular as per
design of IRC-67-2012. Pre treated with
phospheting process & acid etching; coated
with one coat of epoxy primer and two coats
of best quality epoxy paint ; reflectorised with
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
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
5 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
31 Cautionary Warning Sign :-Providing and 8.00 No. 3906.18
fixing sign boards made out of 2mm
aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90 x 90 x 90 cms.
equilateral triangle as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy
paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of
Type-4 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand
post of Iron Angle 75 x 75 x 6mm / 65NB
Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
35 x 3mm; painted with bestquality epoxy
coatings in black and white bends. The details
of symbol for each board shall be as per the
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof size 45 x 45 x
60 Cms. for each leg including excavation,
curing etc.complete under the supervision of
engineer in charge. A warranty for 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
32 Road marking with hot applied thermoplastic 258.00 Smt 367.72
paints with reflectorising glass beads on
bitumin surface providing and laying a hot
applied thermoplastic compound 2.5 mm
thick including reflectorising glass beads @
250gms per sqm area, thickness of 2.5mm is
excluding of surface applied glass beds as
per IRC:35-2015. The finished surface to be
level, uniform and free from streaks and
holes. zebra patta /bump patta lane/center
line/ edge line/cut patta. The white color
marking should provide liminance coefficinet
on cemend road shalll be min 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.
6 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
33 Cat Eye / Road Stud / RPM: Supplying Raised 218.00 Nos 326.23
Pavement Markers made of polycarbonate
and ABS moulded body and reflective panels
with Micro prismatic lens (No Glass bead lens)
capable of providing total internal reflection
of the light entering the lens face and shall
support a load of 13635 kgs. tested in
accordance to ASTM D 4280 Type H and
complying to Specifications of Category A of
MORTH Circular No RW/NH/33023/10-97 Ð 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 +/- 5 degree. The body of the
marker should having finger grip for easy and
accurate placement and application with
epoxy / bituminous Adhesive as
recommended by the manufacturer of the
marker. The color of the marker should be as
per the IRC 35-2015 and as directed by
Engineer-in-charge.
Amount of my tender work out as under
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 mantioned 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. Net Rs.
In words : In words :
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat (R & B) Sub Division Panchayat (R & B) Division
Dhrol. Jamnagar.
7 of 8 DTP of Kishan path Pkg-25 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
1 All work shall be carried out as per Public Works Department Handbook and other
specifications of Division or as directed.
2 All the columns is Schedule should be filled in ink and the total of the entries in the last
column should be struck by the contractor under his signature.
3 Rates quoted include clearance of site (prior commencement of work and at its close )
in all respects and hold good for work under all conditions, site, moisture, weather etc.
4 The contractor shall exhibit the board at site of work with the details of works, Tender
amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78
and as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of
the works, exhibit board at site of work, for which contractor is not entitiled for any
5 Contractor shall even " NIL " percentage, if no deduction is offered.
6 One percent of work done amount of this work shall be recovered from the contractor
payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.
12/12/2004 implementation of building and other construction works.(Regulation of
employment & condition of service act
7 Testing of materials shall be as per statement attched for quality control. The material
shall be tested in GERI bill for the testing charge shall be paid by the Department and
% (One percent) of amount put to tender after deduction of cost of material as per
scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.
Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /
Signature of Contractor :
Deputy Executive Engineer Executive Engineer
Panchayat (R & B) Sub Division Panchayat ( R & B ) Division,
Dhrol. Jamnagar
8 of 8 DTP of Kishan path Pkg-25 11-25.xls
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