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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹62.9 L
EMD Value
₹63,000
Closing Date
10 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Pan (R & B) Division, Jamnagar
Improvement of Kathitad to join MDR Road of Lalpur Taluka Under Kishan path Yojana Package No. JAM/KP/ RS/ Lalpur /2025-26 / P-33
271524
54 of 2025-26
Open
Civil Works
Works
Jamnagar
6 documents required · 6 mandatory
₹2,400
Yes
Executive Engineer Pan (R & B) Division, Jamnagar.
₹63,000
Yes
2 Feb 2026
2 Feb 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
Name of Work:- Improvement of Kathitad to join MDR Road of Lalpur Taluka Under Kishan path
Yojana Package No. JAM/KP/ RS/ Lalpur /2025-26 / P-33 Taluka : Jamnagar Dist: Jamnagar.
Taluka : Lalpur 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 Clearing and grubbing road land including 0.60 Ha. 28455.09
uprooting rank vegetation grass
bushes,shrubs,sapling and trees girth up to
300 mm removal of stumps of trees cut earlier
and disposal of unserviceable materials (C)
By mechanical means in area of light jungle
2 Earthwork for embankment including 4886.00 Cum. 173.30
breaking clods, dressing with all lead and lift
(excluding watering and consolidation)(B)
From Borrow area within all lead.
3 Rolling and watering of earth work in layers 4886.00 Cum. 23.17
with Vibratory roller including filling in
depressions which occur during the process
4 Scarifying gravelled macadam or bitumen 4538.00 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 and rolling 75.00mm 715.00 MT. 2336.13
thick bituminous groutin with B.T. aggregate
as per Required Gradation and using bitumen
Grade VG-30 for Mixing at the rate of 1.99%
i.e. 19.90 kg/M.T. of total mix and VG-30 for
tack coat at the rate of 2.5 kg/10sq.mt on
existing B.T. surface including heating and
mixing in Drum mix plant trasporting
spreading same by paver finisher and
consolidation by viberated roller including
necessary firewood, oil, kerosene, lubricants
all equipments, tools, labour charges etc.
complete using contractor's own machinary in
accordance with the requirement
of specification.
6 Providing and laying 50.00 mm thick B.M. With 525.00 MT. 3009.80
BT Aggregate VG-30 grade bitumen for Tack
coat @ 2.50 kg/10 sqm using crushed stone
aggregate 0.66 cum/ MT as per MORTH&H
Specification & VG-30 grade bitumen for
mixing @35.00 Kg/1 MT i.e. 3.5% of by weight
of total mix incl. heating and mixing by drum
mix plant and spreading the same with paver
finisher consolidation with vibratory roller
including cost of fuel, hire charges, all
necessary equipments, tools and plant, fire
wood, oil, kerosene labour changes etc
complete. (Using contractor's own Machinery)
1 of 6 DTP of Kishan path Pkg-33 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 20 mm thick Mix seal 220.00 MT. 3608.73
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. complete
8 Demolition including stacking of serviceable 203.00 Cum. 1108.12
materilas and disposal of unserviceable
materials with all lead and lift. (i) R.C.C. work
9 Providing and casting in situ Ordinary trimix 138.00 Cum. 5160.09
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
10 Providing and fixing ordinary Kilometer stone 2.00 No. 704.33
of precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in
C.C. 1:4:8 including painting,lettering etc.
complete (For O.D. road V.R.)
11 Providing and fixing Hectometer as per I.R.C. 5.00 No. 356.49
type design including painting, lettering etc.
complete.(ii) Fixing in C.C. 1:5:10
12 Providing and fixing guard stone as per I.R.C. 150.00 No. 106.01
type design including white washing etc.
complete.(i) Fixing in Earth
13 Proviidng and fixing Indicator stone of 53.00 No. 102.84
approved stone as per I.R.C. type design
including white washing etc complete . Fixing
2 of 6 DTP of Kishan path Pkg-33 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
14 Village name/ Bump Ahed sign :-Providing and 2.00 No. 5045.36
fixing sing boards made out of 2mm
aluminium sheet; size 90 x 60cms. rectangle
as as per the design of IRC-67-1977 pre
treated with phospheting process & acid
etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as
per latest M.O.S.T. Specifications; Letters and
numerals should be as per IRC-30-1968, 3.1m
long (2 nos) stand post 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 60cms. for each leg.
including excavation curing etc. complete
under the supervision of engineer in
charge.(A) Engineer Grade(VR).
15 Hazard Marker Sign :-Providing and fixing 2.00 No. 2423.73
sing boards made out of 2mm aluminium
sheet; size 90 x 30cms. rectangle as as per
the design/drawing attached (IRC) pretreated
with phospheting process & acid etching;
coated with one coat of epoxy primer and two
coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as
per latest M.O.S.T. Specifications; 3.1m long
stand post and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm & 50 x 50 x
5mm painted with best quality epoxy coatings
The fixing at site shall be in 1:2:4 CC
block of size 45x45x 60cms. for each leg.
including excavation curing etc. complete
under the supervision of engineer in
charge.(A) Engineer Grade(VR)...
3 of 6 DTP of Kishan path Pkg-33 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
16 Cautionary Warning Sign :-Providing and 4.00 No. 3808.65
fixing sing boards made out of 2mm
aluminium sheet; size 90 x 90 x 90 cms.
equilateral triangle as per design of IRC-67-
1977. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy
paint ;reflectorised with retro
refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand
postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm, 75 x 75 x
6mm as required; painted with bestquality
epoxy coatings in black andwhite bends. The
details of symbol foreach board shall be as
per theinstruction of engineer in charge. The
fixing at site shall be in 1:2:4 CC blockof size
45 x 45 x 60 Cms. for each leg.including
excavation, curing etc.complete under the
supervision of engineer in charge.(A)
Engineer Grade(VR)
17 Road marking with hot applied thermoplastic 35.00 Sqm 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.
18 Supplying and fixing cat eye (Stimsonite) 100.00 No. 375.72
made out from Acrilo beautile sterine
injuction high compressed molding with
reflector made of MMC (prismatic type of size
12cm x 6cm x 2.5cm) provided with
bituminous adhesive 100g. with each unit for
fixing. (High Intensity grade)
4 of 6 DTP of Kishan path Pkg-33 11-25.xls
Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount
specification and reference to book of figure
specifications)
19 Direction sign (Junction board):-Providing and 2.00 No. 14831.70
fixing sing boards made out of 2mm
aluminium sheet; size 244 x 122cms.
rectangle as as per the design of IRC-67-1977
pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as
per latest M.O.S.T. Specifications; Letters and
numerals should be as per IRC-30-1968, 3.1m
long (2 nos) stand post and frame fabricated
from suitable size iron angle of 50 x 50 x 5mm
75x75x6mm as required; 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
60cms. for each leg. including excavation
curing etc. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)
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
Jamnagar Jamnagar.
5 of 6 DTP of Kishan path Pkg-33 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,
Jamnagar Jamnagar
6 of 6 DTP of Kishan path Pkg-33 11-25.xls
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details.html
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1- GOVERMENT OF GUJARAT.pdf
1 NEW GR.pdf
5 new test schedule.pdf
8 General Material Specification of P-33 11-25.pdf
index to specification.pdf
price bid.pdf
SBD of Kishan path Pkg-33 11-25.pdf
Specification of Kishan path Pkg-33 11-25.pdf
Tender Nivida No.54.pdf
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