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Tender Value
₹50.1 L
EMD Value
₹51,000
Closing Date
4 Aug 2026, 6:00 pm
Executive Engineer, Deesa Irrigation Division, Deesa
Construction of all weather road from ch. 7903 to 8768 mt. of Morpa Minor of 16L Distry connecting Patan to Shihori State Highway to Mota Nayta Village Road at Ta. Saraswati Dist. Patan
325784
Notice No.11 of 2026-27
Open
Civil Works
Works
Banaskantha
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Deesa Irrigation Division, Deesa
₹51,000
20 Jul 2026
20 Jul 2026
20 Jul 2026
4 Aug 2026
20 Jul 2026
It. No. Quantity Unit Amount in Rs.
reference to book of specifications) Rs.
1 Clearing and grubbing road land including uprooting rank 0.534 Ha. 28455.09
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 .(R&B State patan SOR 2024-
2 Paroviding laying spreading and compacting 100mm thick 552.000 Cu.mt. 1131.65
granular sub base (G.S.B.) with specified material MC BT
Metal of size 53 to 26.5mm 35%, 26.5mm to 4.75mm
45% and below 2.36mm stone dust 20% mix (Grade-I)
having C.B.R. not less than 30 incl. mixing the material at
OMC at site and spreading in uniform layer base and
compacting with power roller to achieve the desired
density incl. all materials, labour and machinery, lighting
guarding, bracketing and maintenance of diversion etc.
complete as per MORT&H clause 401.12.50 (R.A.)
3 Collecting carting and stacking Machine crushed metal 45 448.300 Cu.mt. 775.31
to 90 mm size as directed including all texes & royalties
and filling masure boxes with all lead and lift etc. comp.
(R.A Table 1)
4 Collecting carting and stacking Machine crushed metal 45 431.050 Cu.mt. 775.31
to 63 mm size as directed including all texes & royalties
and filling masure boxes with all lead and lift etc. comp.
(R.A Table 1)
5 Suppling & stacking Screening of up to 13.2mm size of 140.696 Cu.mt. 726.02
aproved quality on road site including texes & royalties
and filling measure boxes with all lead & lift etc comp. (R.A
6 Suppling & stacking stone dust of aproved quality on road 70.348 Cu.mt. 548.06
site including texes & royalties and filling measure boxes
with all lead & lift etc comp. (R.A Table 1)
7 Spreading the stone aggregate for rolling and W.B.M. 879.350 Cu.mt. 274.73
including filling the interstices to required camber and
gradient (excluding spreading of Blindage) (R&B State
patan SOR 2024-25 It 26018A)
8 Spreading blindage or road crust filling the gaps in metal 211.044 Cu.mt. 162.21
and leveling to camber and gradient as directed.(ii) Sand
(R&B State patan SOR 2024-25 It no. 26020B)
9 Rolling & consolidation of W.B.M. including filling in 726.720 Cu.mt. 59.08
depretion which occurs during the process with vaibratory
roller 8 to 12 tonee(including watering)© Water Bound
Macadam base (Layer not exceeding 100mm thickness) (
R&B State patan SOR 2024-25 26118C)
10 Earth work in embankment for strenthing of banks from 3484.350 Cu.mt. 88.00
borrow pits in all sorts of soil and soft murrum or other
suitable strata as directed including breaking the clods and
dressing to the design sections including cutting the proud
section with lead as under and all lift including site clearing
etc. complete. (a) 200 to 1000 mt. (SSC-2 SOR 2024-25
11 Dry rolling of earth work with light rollers (upto 2 ton 3484.350 Cu.mt. 6.10
capacity) as directed with all lifts etc. complete
(SSC-2 SOR 2024-25 Ch.5 I.No.11
Description of Item (with brief specification and Rate in
It. No. Quantity Unit Amount in Rs.
reference to book of specifications) Rs.
12 Providiing and laying bitumeanous grout in one layers 3746.000 Sq.mt. 153.38
using bitumen Tack Coat at the rate of 2.50 kg./per
smt. On BT Surface (as per IRC-16) with spreading stone
Aggregate at the rate of 0.50 cum/10 sq.mt. and spreying
bitumen at the rate of 15 kg/10 SQ.mt. of key aggregate
on top accordance with the requirment of specification
including cost of stone aggregate, bitumen, consolidation
with roller, necessary firewood oil, Lubricants, Labour
charges, machineries. tools etc. complete (As per RA)
13 Providing & laying 50 mm thick compacted D.B.M. with 383.000 MT 3053.91
B.T. stone aggregates as per MoRT&H gradation &
specification with bitumen VG-30 for mixing at the rate of
45.0 kg./M.T. by weight of total mix i.e.( 4.5% by weight of
total mix ) including heating the asphalt & agreegates by
contineous batching batch mix plant & spreading the same
by paver finisher including rolling & consolidation with 10-
12 tones vibratory and power roller & providing all
materials,equipments,tools & plants,fire
wood,oil,kerosene,labour charges etc.and using
contractors own machinaries batch mix plant & paver
finisher etc.comp. (As per RA)
14 Providing, Laying and rolling of compacted mix seal 143.000 MT 3372.77
surface with BT and aggregate as specified using bitumen
for mixing with aggregate at the rate of 5.10% i.e.
51.00kg/MT of total mix inclusive heating and mixing in
drum mix plant and spreading the same by paver finisher
and compaction as per MOST specification including cost
of all material, fire wood, oil, lubricant, fuel, labours, tools
and plants etc. including flushing of sand 0.3 cum/
sq.mt. etc. completed in accordance with requirment of
specification.(As per RA)
15 Providing and laying Ashphalt painting on B.T. surface 3480.000 Sq.mt. 28.83
with grade VG-10 at rate of 5 kg./ 10sq.mt. by mechanical
spreyer and spreading the stone dust on prepared surface
at the rate of 0.03 cu.mt./10 sq.mt. and rolling with smooth
wheeled pnumatic roller and brushing etc. completed.
(As per RA)
16 Road marking with hot applied thermoplastic paints with 177.000 Sq.mt. 367.72
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 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.(R&B Patan
State SOR 2024-25 it. No. 26161)
Description of Item (with brief specification and Rate in
It. No. Quantity Unit Amount in Rs.
reference to book of specifications) Rs.
17 Providing and laying M-15 grade concrete grade using 113.850 cmt 4439.00
cement, sand and crushed metal including providing and
erecting necessary form work, centering, vibrating, smooth
finishing, watering and curing as directed with all leads
and lifts etc complete. (SSC-2 S.O.R 2024-25 Ch.4 I.No.5
Total Amount Rs.
Total Amount Rs.
Executive Engineer
Deesa Irrigation Division
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