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Tender Value
₹50.5 L
EMD Value
₹51,000
Closing Date
5 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Deesa Irrigation Division, Deesa
Constructing WBM Road on Service Road of ch. 3627-4023 and 9228-9570 mt. of 6L Distry and Ch.0 to 650 Mt. of Velava Minor of Main Canal of Dantiwada Reservoir Project.
293675
Notice No.2 of 2026-27
Open
Civil Works
Banaskantha
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Deesa Irrigation Division, Deesa
₹51,000
4 Apr 2026
4 Apr 2026
4 Apr 2026
5 May 2026
4 Apr 2026
It. No. specification and reference to book of Quantity Unit Amount in Rs.
specifications)
1 Clearing and grubbing road land including 0.90 Hector 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
(C) By mechanical means in area of light
{SOR. It. Code. 26117C P. No.213}
2 Box cutting the road surface to proper slope 1777.00 Cu.M. 109.08
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed
upto 50Mt.lead.
{SOR. It. Code. 26008 P. No.177 }
3 Earthwork for embankment including 996.00 Cu.M. 154.87
breaking clods, dressing with all lead and lift
(excluding watering and consolidation)
(B) From Borrow pits within 0.5 Km. lead
{SOR. It. Code. 26001CB P. No. 176}
4 Rolling & Watering of Earth work in layers 996.00 Cu.M. 22.96
with vibratory roller including filling in
depressions which occur during the process.
{SOR. It. Code. 26002 P. No. + It. Code.
5 Construction of granular sub-base by 947.00 Cu.M. 1293.81
providing well graded material, (Metal
mm to 53 mm 35%, B.T. Kapachi 25.60 mm
to 4.75 mm 45% & Coarse sand below
mm 20% }spreading in uniform layers with
motor grader on prepared surface, mixing by
mix in place method with rotavator at OMC,
and compacting with smooth wheel roller to
achieve the desired density, complete as
per Technical Specification Clause
Rate Analysis
6 Providing and laying W.B.M. of M.C. metal of 588.00 Cu.M. 2207.34
size 45 mm to 90 mm size including
Cu.M. Stone screening & 0.08 Cu.M. stone
dust as filler including spreading, watering &
consolidation by vibratory roller 80KN to
100KN static weight.
100 mm thick compacted
Rate Analysis
7 Providing and laying W.B.M. of M.C. metal of 849.00 Cu.M. 2002.37
size 45 mm to 63 mm size including
Cu.M. Stone screening & 0.08 Cu.M. stone
dust as filler including spreading, watering &
consolidation by vibratory roller 80KN to
100KN static weight.
75 mm thick compacted each.
Rate Analysis
Description of Item (with brief
It. No. specification and reference to book of Quantity Unit Amount in Rs.
specifications)
8 Providing hard side shoulder of 100 mm 44.00 Cu.M. 806.67
thick for embankment using quarry spall with
all lead and lift and including watering and
rolling and consolidation of sub grade in
layers at OMC to required dry density
including filling depression which occur
during the process using vibratory roller of
having CBR value not less than 30.0)
Rate Analysis
9 Providing & laying 50.00 thick Bituminous 50.00 MT 3555.20
macadam with VG-30 for tack coat @
kg / 10 smt. on B.T. surface and using B.T.
stone aggregate as per required gradation
with asphalt of VG-30 at the rate of 3.4 %
i.e. 34.0 Kg/ M.T. by weight mix including
heating & mixing in Drum mix plant
transporting the mix spreading the same by
paver finisher and consolidation by vibratory
roller as per MORT&H specification including
cost of all materials fuel, labours, tools and
plant etc using contractors own drum mix
plant etc. comp.
10 Providing and laying 25 mm thick compacted 50.00 MT 4341.99
S.D.B.C.with B.T.stone chips as per MORT
& H gradation and specification with
bitumen grade VG-30 for mixing at the rate
of 50.00 kg/M.T.by weight of total mix i.e.")
(5.0 % by weight of total mix ) including
heating the asphalt and aggreates by Drum
mix plant and spreading the same by paver
finisher including rolling and consolidation
with 10-12 tonnes vibratory and power roller
and providing all materials,equipments,
tools, and plants,fire wood,oil,
kerosene,labour charges etc and using
contractor's own machineries Drum mix plant
and paver finisher etc complet. {As per R.A.}
Total Amount Rs.
Total Amount Rs.
Executive Engineer
Deesa Irrigation Division
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SBD WBM Road 6R Velavapura 2025-26.pdf
Schedule-B Bill of Quantity.pdf
TENDER NOTICE NO.2 of 2026-27.pdf
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