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Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
1 Aug 2026, 6:00 pm6d left
Chief Officer, Amreli Nagarpalika, Amreli
Annual Rate of Asphalt Road Patch work at Various Location in Amreli, Di. Amreli, Under Self fund or Grant Year-2026-27
327678
81/2026
Open
Civil Works - Roads
Works
Amreli
3 documents required · 3 mandatory
₹900
The Chief Officer, Amreli Nagarpalika
₹50,000
25 Jul 2026
25 Jul 2026
25 Jul 2026
1 Aug 2026
25 Jul 2026
NAME OF WORK :-ASPHALT ROAD PATCH WORK TO EXISTING ROAD
Location: Various Road , At Amreli , Di. Amreli
PERCENTAGE RATE TENDER
Item No. Description Qty. Rate Per
Providing and laying 75 mm thick bitumen bound macadam in
one layer on existing surface with tack coat of bitumen @ 4.00 kg. /
10 sqm.than layer of black stone aggregate 40 to 50 mm size at
the rate of 0.90 cum /10 sqm with dry rolling and spreading 20 mm
size stone aggregate at the rate of 0.15 cum /10 sqm with dry
Item No. 1 1.00 354.00 Sq.m
rolling and and spreading bitumen VG-30 at the rate of 20.00 kg /
10 sqm and spreading key aggregate at the rate of 0.18 cum /
sqm with rolling and spreading the stone dust at the rate of
cum / 10 sqm including cost of asphalt, aggregate etc. complete.
Providing, Laying and Rolling 37.50 mm thick compacted B.M.
with B.T. aggregate as per MORT&H specification and VG-30 for
tackcoat at the rate of 5 Kg./10 Sq.M.on BT surface with
mechanical sprayer and bitumen grade VG-30 for mixing at the
rate of 35 Kg./M.T. i.e. 3.50% of total mix including heating and
Item No. 2 mixing in drum mix plant and spreading the same by paver finisher 1.00 4070.00 M.T.
and consolidation with vibratory roller including necessary fire
wood, oil, lubricants, labor charges using contractor's own drum
mix plant, machinaries and equipment, tools etc. complete in
accordance with the requirement of specification.
Providing and laying 50mm thick compacted bitumenous
macadam using black crushed stone aggregate and filler materials
as per gradation of MORT & H specification including using asphalt
for tack coat at the rate of 2.50 Kg / 10 Sq.m by mechanical
sprayer and bitumen of VG-30 grade for mixing at the rate of
Item No. 3 Kg / M.T. (i.e. 3.4 percentage) by weight of total mix including 1.00 4135.00 M.T.
heating the aggregate and bitumen by drum mix plant and
spreading the same by paver finisher and consolidation by
vibratory roller including cost of all materials, fuel, labours, tools
and plants, using contractor's own machineries etc. complete
Providing and laying 25mm thick Semi dense Bituminous
Concrete using black crushed stone aggregate and filler materials
as per gradation of MORT & H specification including using asphalt
for tack coat at the rate of 2.50 Kg / 10 Sq.m by mechanical
sprayer and using bitumen Grade VG-30 for mixing at
Item No. 4 percentage by total weight of mix hot laid process using drum mix 1.00 5319.00 M.T.
plant including heating the aggregate and bitumen by drum mix
plant and spreading the same by paver finisher and consolidation
by vibratory roller including cost of all materials, fuel, labours, tools
and plants, using contractor's own machineries etc. complete
Providing & Laying 20mm thick mix seal surfacing using stone
chipping and aggregate as per MORT&H specification and asphalt
grade VG-10 (80/100) for mixing at the rate of 4.5% of total mix
including heating the ahhrehate and asphalt by drum mixing plant
Item No. 5 and including using asphalt emulsion grade VG-10(80/100) for 1.00 5201.00 M.T.
tack coat at the rate of 2.5kg/10sq.mt. spreding with vibratory roller
including providing all materials equipments tools and plants oil,
keroscene, firewood , labour charges etc. complete
Providing and laying asphalt painting on B.T. surface using VG-30
grade bulk asphalt @ 5.00 Kg / 10 Sq.m & spreading stone dust @
Item No. 6 0.03 Cu.m / 10 Sq.m on painted surface including cost of asphalt & 1.00 56.75 Sq.m
stone dust & all labour work and rolling with PTR roller etc.
Preparing surface by Brushing with wire brushes for removing
caked mud etc. sweeping with brooms and finally fanning the
Item No. 7 1.00 17.70 Sq.m
cleaned surface with gunney bags to remove all loose dirt etc.(ii)
Black top surface.
Providing and applying evenly priming coat/ tack coat at the rate of
Item No. 8 7.50 kg/10 sqm with bitumean emulsion (incl. heating the bitumean 1.00 50.38 Sq.m
but excluding the cost of bitumean
Box cutting the road surface to proper slope and camber for
making a base for road work including removing the excavated
Item No. 9 1.00 362.63 Sq.m
stuff and depositing on the road side slope as directed upto 10 Km.
Scarifying gravelled macadam or bitumen macadam surface 6 cm
Item No. 10 to 10 cm.depth including stacking useful materials on road side 1.00 41.19 Sq.m
and disposing off remaining stuff.
Providing and laying compacted W.B.M. 150 mm thick (Grade-II-)
in 2 layers each 75 mm thick of machine crushed BT metal of size
Item No. 11 40 to 63 mm with 16% stone screening 13.2 mm size binding 1.00 1490.81 Cumt
materials at 0.08 Cum./10-Sqm. including spreading, watering and
consolidation by Vibratory Roller etc. complete
Wet Mix Macadam
Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the material with water at OMC in mechanical mixer (Pug Mill),
carriage of mixed material by tipper to site, laying in uniform layers
Item No. 12 1.00 1759.16 Cumt
in sub-base/base course on a well prepared sub-base and
compacting with smooth wheel roller of 80 to 100kN weight to
achieve the desired density including lighting, barricading and
maintenance of diversion, etc as per Tables 400.11 & 400.12 and
Technical Specification Clause
Providing and laying 150 mm thick Ganular Sub base by
providing coarse graded material grading - II using B.T. M.C. metal
crushed stone aggregates 26.5 mm to 4.75 mm @ 75% and below
2.36 mm @ 25% having CBR not less than 25% as per table 400-2
Item No. 13 1.00 1363.78 Cumt
of MORTH gradation including levelling the material at site of work,
mixing and spreading into grade and camber, watering and
consolidation at O.M.C. with vibratory roller including cost of
material, labour etc. complete.
I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be
writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.
Stamp with Signature of Contractor Engineer
Amreli Nagarpalika
Chief Officer President
Amreli Nagarpalika Amreli Nagarpalika
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01 Tender.pdf
02 Form B-1.pdf
03 Schedule-B.pdf
04 Term and Condition.pdf
05 Specifications of Road Work.pdf
06 Test Require for Construction Material.pdf
07 GR All.pdf
07.1 DMO_2941_01-Apr-2026_744.pdf
08 GR Affidavit GR_240217_161336.pdf
Tender Approval.pdf
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