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Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
8 May 2026, 6:00 pmClosed
Chief Officer, Mangrol Nagarpalika, Mangrol
Construction of Cement Concrete Road and Asphalt Road Patch Work O &M, Repairing & New Work as per various area of Mangrol, Dist: Junagadh Under Monsoon Road Damage Resurfacing Grant
298042
Apr-26/AWN8
Open
Civil Works
Junagadh
3 documents required · 3 mandatory
₹3,600
Chief Officer, Mangrol Nagarpalika, Mangrol
₹1 L
20 Apr 2026
20 Apr 2026
20 Apr 2026
8 May 2026
20 Apr 2026
NAME OF WORK :- CONSTRUCTION OF CEMENT CONCRETE ROAD AND ASPHALT ROAD PATCH WORK
O&M, REPAIRING & NEW WORK, AT. VARIOUS LOCATION OF MANGROL NAGARPALIKA
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
CEMENT CONCRETE ROAD
Box cutting the road surface to proper slope and camber for making a
base for road work including ramming the excavated stuff and despositing
on the road side slope as directed up to 50 mt. lead. 1.00 109.41 Cumt.
Providing and filling in foundation with ordinary Cement concrete M-100
mix and providing necessary vertical pin headers including formwork,
vibrating, ramming and curing complete. 1.00 3345.58 Cumt.
Providing and castting in situ controlled trimix cement concrete M-20 for
avg. 150mm thick road work laid as diretced including providing and laying
M.S. side rail of road thickness with necessary nut bolts pilstes fixing as
per width applying plate vibrator (Electric or Diesel) on channel compressor
with vacum dewatering system by using all necessary equipments and
materials such as stock hardner powder and machinary such as running
screen vibrator on prelaid M.S. channel for levelling vacum pump floating
and power trovelling etc. with filling the joints with bitumean as directed etc.
complete 1.00 5940.82 Cumt.
Preparing surface by Brushing with wire brushes for removing caked mud
etc. sweeping with brooms and finally fanning the cleaned surface with
gunney bags to remove all loose dirt etc.(ii) Black top surface. 1.00 17.88 Sqmt
Scarifying gravelled macadam or bitumen macadam surface 6 cm to
cm.depth including stacking useful materials on road side and disposing off
remaining stuff. 1.00 41.60 Sqmt
Providing & laying compacted WBM 150 mm thick grad-II of machine
crushed BT metal of size 45 to 63 mm with using 13 % stone screening
13.20 mm size and 7% stone dust as filler incl. spreading, watering and
rolling by vibratory roller etc complete. 1.00 1099.89 Cumt.
Providing & laying compacted WBM 100 mm thick grad-I of machine
crushed BT metal of size 45 to 63 mm with using 22 % stone screening
13.20 mm size and 7% stone dust as filler incl. spreading, watering and
rolling by vibratory roller etc complete. 1.00 1177.66 Cumt.
Providing and laying 75mm thick compacted open graded per mix
bituminous grouting with B.T. aggregates as per required gradation and
using 60/70 (VG30) grade bitumen for mixing with aggregated @ 1.99%
i.e. 19.90 Kg./M.T. of total mix and bitumen for tack coat at 4.00 Kg./10
Sq.mt. for W.B.M. surface including heating and mixing in drum mix plant
transporting, spreading the same with paver finisher and consolidation with
vibratory roller including necessary fire wood, oil, lubricants labour charges
etc. using contractor’s own drum mix plant and requirement tools etc.
complete in accordance with the required specification.
Providing and laying 50mm thick bituminous macadam in one layer with
B.T. aggregates as a rate of 0.66 cum/M.T. (as per MOST gradation) &
60/70 (VG30) Grade bulk bitumen for mixing at rate of 34 Kg/M.T. i.e.
% by weight of total mix & 60/70 (VG30) grade bulk asphalt for tack cost at
a rate of 2.50 kg./10 Sqmt using continuous batching drum mix plant &
laid by paver finisher including consolidation with vibratory roller including
all necessary equipment, tools, plant, fire wood oil, kerosene, labour
charges etc. complete using contractors own machineries.
Providing and laying 25mm thick S.D.B.C. using stone chips as per
gradation of M.O.R.T. & H specification using bitumen at rate of 50 Kg./
M.T.& 60/70 (VG30) grade bulk asphalt for tack cost at a rate of
kg./10 Sqmt. including heating the asphalt (60/70 Grade) (VG30) and
aggregates by continuous batching drum mix plant machineries
equipment, tools, plant, fire wood oil, kerosene and all labour charges etc.
complete (using contractors own drum mix plant and machineries.) 1.00 3847.09 M.T.
Providing and Laying Asphalt Painting on B.T Surface with bitumen 60/70
graded at rate 5.00 kg/10 Sqmt by mechanical sprayer in Uniform layer
and spreading the stone dust on prepared surface at the rate of 0.03 Cum /
10 / Sqmt. And rolling with smooth wheel pnumatic roller. 1.00 38.38 Sqmt.
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
Estimated Amount Estimated Amount
Put to Tender Rs. Put to Tender Rs.
Total Rs. Total Rs.
(In Words (In Words
Stamp with Signature of Contractor
Consl.Engineer Municipal Engineer
"DESIGN POINT" Mangrol Nagarpalika
Chief Officer President
Mangrol Nagarpalika Mangrol Nagarpalika
Mangrol Mangrol
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details.html
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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 Works.pdf
06 Test Require For Construction Material.pdf
07 GR All.pdf
08 DMO_2876_01-May-2025_273.pdf
09 Site Visit Certificate.pdf
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