Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
1 Jun 2026, 6:00 pmClosed
Exeuctive Engineer, Panchayat, R. & B. Division, Patan
MAINTENANCE AND REPAIRS TO ROADS (ASPHALT PATCH WORK) UNDER THE JURIDICTION OF R & B (P) SUB DIVISION PATAN. 2026-2027
308293
03/2026-2027
Open
Civil Works - Roads
Patan
5 documents required · 5 mandatory
₹1,500
Executive Engineer, Road &Building (Panchayat) Division, Patan
₹1 L
25 May 2026
25 May 2026
25 May 2026
1 Jun 2026
25 May 2026
Item Quantities item of work Tendered Rates Unit Total amount
Item Quantities item of work Tendered Rates Unit Total amount
estimated Qty SFDGL AFAT In Figure V[SD according to
may be more Rs. Ps estimated
No. or less quantities
AFAT V\NFHL HyYF VG];FZ
1 1.00 Providing and laying 37.50 mm thick open graded Bituminous 4629.57 MT
grouting with B.T. aggregate 0.66 Cum/10 Smt and using asphalt
grade VG-30 for mixing at the rate of 1.99 % . ie 19.90 Kg / M.T. of
total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on B.T.
surface including heating the asphalt and aggregate by continuous
batching drum mix plant, transporting and spreading Manually and
consolidation with Kuba . including providing all materials,
equipments, tools and plant, oil, kerosene fire wood labour charge
etc comp. using contractors own machinaries , drum mix plant &
equipment etc .comp.
2 1.00 Providing and laying 37.50 mm thick open gradedBituminous 4859.34 MT
grouting withB.T. aggregate 0.66 Cum/10 Smt (0.50 Cum /10 Smt
coarse aggregate & 13 Cum / 10 smt key aggregate )and using
asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg /
M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on
B.T. surface including heating the asphalt and aggregate by
continuous batching drum mix plant, transporting and spreading
the same by paver finisher and consolidation with vibratory roller .
including providing all materials, equipments, tools and plant, oil,
kerosene fire wood labour charge etc comp. using contractors own
machinaries , drum mix plant & equipment and paver finisher etc
3 1.00 Providing and laying 37.50 mm thick open gradedBituminous 3384.76 MT
grouting withB.T. aggregate 0.66Cum/10 Smt (0.50 Cum /10 Smt
coarse aggregate & 13 Cum / 10 smt key aggregate )and using
asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg /
M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on
B.T. surface including heating the asphalt and aggregate by
continuous batching drum mix plant, . including providing all
materials, equipments, tools and plant, oil, kerosene fire wood
labour charge etc comp. using contractors own machinaries , drum
mix plant & equipment etc .comp. (At Plant site, transporting to
work site & spreading will pay seperetely.)
4 1.00 Providing and laying 37.50 mm thick compacted Bituminous 5987.11 MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10
smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)
including heating the asphalt and aggregate by continuous
batching drum mix plant, transporting th mix material and
spreading the same Manually and consolidation with Kuba .
including cost of fuel ,hire charges, fire wood , kerosens, labour
charge etc & with contractors own machinaries , drum mix plant &
equipment etc .comp.
5 1.00 Providing and laying 37.50 mm thick compacted Bituminous 4451.40 MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10
smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)
including heating the asphalt and aggregate by continuous
batching drum mix plant, . including cost of fuel ,hire charges, fire
wood , kerosens, labour charge etc & with contractors own
machinaries , drum mix plant & equipment and etc .comp.(At Plant
site, transporting to work site & spreading will pay seperetely.)
6 1.00 Providing and laying Asphalt painting on BT Surface with bitumen 80.85 Sq.mt
grade VG-30 at the rate of 5 kg per 10 Sq.M by mechanical sprayer
and spreading the stone dust on prepared surface at the rate of
0.30 Cu.M. per 10 Sq.M etc complete and rolling with PTR roler
and brushing etc complete
7 1.00 Providing and laying 37.50 mm thick compacted Bituminous 6216.88 MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10
smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)
including heating the asphalt and aggregate by continuous
batching drum mix plant, transporting th mix material and
spreading the same by paver finisher and consolidation with
vibratory roller of 80 KN to 100 KN static weight . including cost of
fuel ,hire charges, fire wood , kerosens, labour charge etc & with
contractors own machinaries , drum mix plant & equipment and
paver finisher etc .comp.
8 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 6869.84 MT
Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for
mixing at the rate of 4.50 % weight of total mix including heating
the asphalt and aggregate by continuous batching drum mix plant
and transporting the mix material & spreading Manually and
consolidation with Kuba and flushing sand @ 0.30 Cum / 100 Smt
. including cost of fuel ,hire charges, fire wood , kerosens, labour
charge etc & with contractors own machinaries & drum mix plant
9 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 7099.61 MT
Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for
mixing at the rate of 4.50 % weight of total mix including heating
the asphalt and aggregate by continuous batching drum mix plant
and transporting the mix material & spreading the same by paver
finisher and consolidation with vibratory roller of 80 KN to 100 KN
static weight and flushing sand @ 0.30 Cum / 100 Smt . including
cost of fuel ,hire charges, fire wood , kerosens, labour charge etc &
with contractors own machinaries & drum mix plant etc .comp.
10 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 7756.84 MT
as wearing course with specified graded machine crushed
aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt
in drum mix plant transporting the mix material on tipper and laying
with paver finisher to the road level and rolling with vibratory roller
of 80 to 100 KN static weight including providing equipment tools
and plants, fire wood, lubricant, kerosine,oil, labour charges using
contractors own Machinaries drum mix plant and paver finisher (
11 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 7527.07 CMT
as wearing course with specified graded machine crushed
aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt
in drum mix plant transporting the mix material on tipper and laying
with Manually and consolidation with Kuba and flushing sand @
0.30 Cum / 100 Smt . including cost of fuel ,hire charges, fire wood
, kerosens, labour charge etc & with contractors own machinaries
& drum mix plant etc .comp. ( R.A.)
12 1.00 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 2572.97 CMT
mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone
dust as filler including spreading, watering & consolidation by
vibratory roller 80KN to 100KN static weight. 75 mm thick
13 1.00 Providing laying spreading and compacting 150mm thick granular 1950.31 CMT
sub base (G.S.B.) with specified material MC BT Metal of size
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.)
14 1.00 Providing hard side shoulder of 100 mm thick for embankment 1356.67 Cum
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 80 KN to 100 KN (selected quarry
spall having CBR value not less than
15 1.00 Providing and laying 100 mm avg. thick wet mix macadum 2566.53 Cum
(W.M.M.) GR-II using machine crushed black trap aggregate of
to 50 mm size in the material with water OMC in mechanically mix
(pug mill) carriage of mix material by contractors own tipper to site
of work including laying, spreading and compacting in sub base,
base course on well prepared under base of compacting as per
MOST Specification to achieve the desired density (RA)
16 1.00 Supplying and stacking of hard morrum/sand/yellow earth/ binding 517.38 Cu.M.
materialapproved quality on road site including royalties & filling
measure boxes with all lead and lift etc. road work (R.A)
17 1.00 Spreading the binding material on road crust filling the gaps in 162.22 Cu.M.
metal and leveling to camber and gradient as directed.(S.O.R.
18 1.00 Supplying and stacking of machine crushed stone coarse 1938.25 Cu.M.
aggregate chippings etc of hard stone of size 45mm to 63mm size
free of disintegrated pieces,deleterious and orgenic matter
including royalties & filling measure boxes with all lead and lift etc.
completed for road work
19 1.00 Spreading the stone aggregate for rolling and W.B.M. including 274.73 Cu.M.
filling the interstices to required camber and gradient (excluding
spreading of Blindage)(ii) 40mm to 63mm size aggreagates
I / We am / are willing to carry out the work at _______________________________________ % above /
below percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our
tender works out as under :
Estimated amount put to…................................... Estimated amount put
Signature of Deputy Executive Engineer Executive Engineer
the Contractor. Road & Building (P) Sub Division Road & Building (P) Division
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
01 SBD Asphalt Patch Work.pdf
04 GR (1).pdf
Patan asphalt Schedule B.pdf
SPECIFICATION INDEX (1).pdf
Specification-Road Work Booklet (1).pdf
TECHNICAL SPECIFICATION ANNEXURE (Asphalt Patch Work).pdf
Download all tender documents and submit your bid