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Tender Value
₹100.0 L
EMD Value
₹1 L
Closing Date
29 Apr 2026, 6:00 pmClosed
The Chief Officer, Devgadh Baria Nagarpalika, Degadh Baria
Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya. ( Asphalt Road & Retaining Wall) (Fourth Attempt)
298155
03 of 2026
Open
Civil - All
Dahod
3 documents required · 3 mandatory
₹2,832
Chief Officer , DEVGADH BARIA Nagar Palika
₹1 L
21 Apr 2026
21 Apr 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
1 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.
( Asphalt Road )
2 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.
( Retaining Wall )
1 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.
( Asphalt Road )
No. Description Quantity Total Rate Per Amount
1 Box Cutting the road surface to proper slope and
camber for making a base for road work including
removing the excavated stuff and depositing on the
road side slope as directed up to 50 Mt.Lead 3961.28 112.02 Cu. Mtr.
Carting of surplus earth (A) Lime , murrum, building
rubbish, earth, manure or sludge & execavated rock
and rubbish, (2) Earth 2 (KM Lead) 3961.28 62.48 Cu. Mtr.
3 Providing and laying Compacted WBM (Grade II) with
BT crushed metal of size 40mm to 63mm) including
using 20 percentage stone Screening grit 0.16 cum and
stone dust 0.08 cum as filler including for Spreading,
watering and consolidation by vibrator power road
roller 8 tone to 12 tone etc complete as per morth
clause 404. 900.29 1809.25 Cu.Mtr.
4 Providing and Laying W.M.M. mm thick with M.C BT
chips as per required gradation mixing with
required optimum quantity of water Including
spreading watering consolidation using power and
rolier etc. complete. 540.17 1280.68 Cu.Mtr.
providing and laying Bitumenous grout compacted with
(VG 30) asphalt 60/70 grade at the tare of
Percentage by weight of total mix for mixing and tack
coat at 2.5kg/10sqm, emulsion on BT Surface using
B.T chips of required gradation including cleaning
and heating the aggregate and asphalt by
continuous batching of Drum mix plant and spreding
the same by paver finisher one layer and
consolidation with vibratory roller and power roller
including providing all materials, equipment, tools
and plants, oil, kerosene, firewood, labour charges
etc. coreplete using contractor own machmaries
Drum mix plant and parver finisher etc Complete 324.10 2844.16 M.T.
Providing and Laying 50mm thick B.M. with BT
Aggregate as per M.O.RT and H specification and
(VG 30) asphalt Grade 60/70 for tack coat
2.50kg/10 smt and mixing 34.00kg/MT i.e.
3.40Percentage by weight of total mix including
heating the aggregate and asphalt in contonuous
batching drum mis plant and spreading the same
by paver finisher and consolidation with vibratory
roller including providing all materials equipments,
tools and plants, fire wood, oil, kerosene, labour
charges etc. complete using contractor own
machinary drum mix plant and paver finisher etc.
Complete. 232.27 3232.00 M.T.
Providing and Laying 25mm thick S.D.B.C. with BT
Aggregate as per M.O.R.T and H. specification and
(VG 30) asphaltGrade 60/70 mixing at 50 kg/MT i.e.
5.0Percentage by weight of total mix including
heating the aggregate and asphalt in continuous
batching drum mix plant and spreading the same
by paver findsher and consolidation with vibratory
rollar including providing all matenals equipments,
tools and plants, fire wood, oil, kerosene, labour
charges etc.complete using contractor own
machinary drum mix plant and paver finisher etc.
complete 121.54 3862.24 M.T.
Providing and laying asphalt painting on BT surface
with bitumen VG-30 @ rate 5 kg per 10smt by
mechanical sprayar and spreding the stone dust on
prepared surface at the rate of 0.030Cmt/10Smt
and rolling with smooth wheeled and penuriatic
roller and brushing etc. completed 5761.86 34.34 Sq. Mtr.
Road marking with hot applied thermoplastic 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. 342.00 367.72 Sq. Mtr.
Cat Eye / Road Stud / RPM: Supplying of Molded 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+/- 2 mm) from
the body is to be a minimum value of 500 Kgf. Fixing
will be by drilling holes on the road for the shanks to go
inside, without nails and using epoxy resin based
adhesive as per manufacturers recommendation and
The color of the marker should be as per the IRC 35-
2015 and as directed by Engineer- in-charge. 90.00 326.23 Nos.
water supply and sewerage pipe line repaing Work 1.00 40400.00 L.S.
2 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.
No. Description Quantity Total Rate Per Amount
1 Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter
lead.(A) Loose or soft soil 187.50 125.86 Cu.Mt.
Excavation for foundation for depth from 1.5 m to
3.0 m including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(B) Dense or Hard soil 187.50 174.56 Cu.Mt.
3 Excavation for foundation for depth from 3.0 m to
5.0 m including sorting out and stacking of useful
materials and disposing off the excavated stuff
lead.(B) Dense or Hard soil 187.50 187.29 Cu.Mt.
Extra for additional depth more than 5.0 m for
excavation for foundation including sorting out and
stacking of useful materials and disposing of the
excavated stuff upto 50 m lead.(C) Hard Murrum 187.50 30.97 Cu.Mt.
5 Earthwork for embankment including breaking clods,
dressing with all lead and lift and including watering
rolling and consolidation of subgrade in layers at
O.M.C. to required dry density including filling the
depression which occur during the process using power
roller 8T to 10T.(E) From Borrow area within 3.0KM.
lead 562.50 182.14 Cu.Mt.
Providing and laying cement concrete 1:3:6 (1-Cement
: 3- coarse sand : 6- hand broken stone aggregates
mmnominal size) and curing complete excluding cost
of formwork in (A) Foundation and Plinth (upto 10 ton) 23.25 3005.48 Cu.Mt.
7 Providing and laying controlled cement concrete M.200
and curing complete Including the cost of formwork
and Excluding the cost of reinforcement for reinforced
concrete work in (A) Foundations, footings, Base of
columns and Mass concrete 88.50 4323.81 Cu.Mt.
8 Providing and laying controlled cement concrete M.200
and curing complete including the cost of formwork
and excluding the cost of reinforcement for reinforced
concrete work in (B) Walls, from top of foundation
level upto floor two level 101.25 6013.54 Cu.Mt.
9 Providing TMT Bar FE 500/500D reinforcement for
R.C.C. work including bending, binding and placing in
position complete upto floor two level 18345.00 77.29 Kg
Add 18.00% GST :-
3.00% Supervision & Contigency :-
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GENERAL TECHNICAL SPECIFICATIONS.pdf
Invitation.pdf
Schedule B.pdf
Terms and Conditions.pdf
Volume 1.pdf
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