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Tender Value
₹38.2 L
EMD Value
₹38,200
Closing Date
29 Apr 2026, 6:00 pmClosed
The Chief Officer, Devgadh Baria Nagarpalika, Degadh Baria
Resurfacing Of Asphalt Road From Kanyashala To Samdi Circle At Devgadh Baria. (Third Attempt)
298151
3 of 2026
Open
Civil - All
Dahod
3 documents required · 3 mandatory
₹1,770
Chief Officer , DEVGADH BARIA Nagar Palika
₹38,200
21 Apr 2026
21 Apr 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
1 Resurfacing of Asphalt Road From Kanyasala To Samdi Circle At Devgadh Baria.
1 Resurfacing of Asphalt Road From Kanyasala To Samdi Circle At Devgadh Baria.
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 288.00 112.02 Cu. Mtr.
2 Carting of surplus earth (A) Lime , murrum, building
rubbish, earth, manure or sludge & execavated rock and
rubbish, (2) Earth 2 (KM Lead) 288.00 62.48 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 432.00 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. 309.60 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 162.00 3862.24 M.T.
6 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 2880.00 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
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 the Retro reflectivity should be two years. 159.80 367.72 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, 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 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. 48.00 326.23 Nos.
Renovation of Manhole by increasing the height at top
including cost of excavation, refitting of C.I./ RCC Manhole
frame and cover curing etc. complete incl.all carting and
providing of materials which is required for the purpose
(except manhole frame and cover ) For all type manhole. 13.00 1550.35 Nos.
10 water supply and sewerage pipe line repaing Work 1.00 40400.00 L.S.
Add 1 % Contigency
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