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Tender Value
₹21.0 L
EMD Value
₹21,000
Closing Date
5 Jun 2026, 6:00 pmDue today
Executive Engineer, R & B Division, Patan
M & R to Various Road Under R & B Sub Division, Radhanpur (Santalpur Section part-02) (1) madhutra-datrana-barara-dhokavada road km.0/0 to 11/980 ( Pro.Asphalt Patch work, Metal Patch Work & Other Misc. Work )
309287
09 of 2026-27
Open
Civil Works - Roads
Patan
7 documents required · 7 mandatory
₹900
Patan
₹21,000
28 May 2026
28 May 2026
28 May 2026
5 Jun 2026
28 May 2026
NAME OF WORK :- M & R to Various Road Under R & B Sub Division, Radhanpur (Santalpur Section part-02) (1)
madhutra-datrana-barara-dhokavada road km.0/0 to 11/980 ( Pro.Asphalt Patch work, Metal Patch Work &
Other Misc. Work )
BILL OF QUANTITY
Quantities Estimate Rate
It Rs. In In Words according to
but may Item of Work Unit
Figures. estimated
1 30.00 Providing and laying compacted W.B.M. 150 mm 2672.46 Rupees Two Cmt
thick of machine crushed B.T. metal of size 45 mm Thousand Six
to 63 mm with using 20 % stone screenings as Hundred Seventy
filler grit and stone dust including spreading, Two And Paise
watering & consolidation by vibratory roller etc Forty Six Only
2 100.00 Providing and laying Spreading and compacting 2520.96 Rupees Two Cmt
graded stone aggregate to wet mix macadam 100 Thousand Five
to 150 mm thick as per MORT&H specification Hundred Twenty
incl. premixing the material with water to O.M.C. in And Paise Ninety
mechanical mix plant. Carriage of mixed material Six Only
by tipper to site, laying in uniform layers with
mechanical grader in sub base, base course on
well prepared surface and compacting with
vibratory roller to achieves the desired density.
3 25.00 Supplying,Stacking and Spreading of Quarry Spall 1578.63 Rupees One Cmt
on road side shoulder including filling the measure Thousand Five
boxes etc.completed as directed. Hundred Seventy
Eight And Paise
Sixty Three Only
4 25.00 Constructing of Granular Sub base by providing 2086.66 Rupees Two Cmt
graded material as per MORT&H table No.400.2 Thousand Eighty
Grade II including spreading in uniforms layers Six And Paise
with motor graders on preparing surface mixing by Sixty Six Only
mix in place methid with rotator at once and
compacting with vibratory roller & achive the
desired density complete as per clause 401 for
5 15.00 Engaging earth excavator for maintaing side 898.73 Rupees Eight Hrs
shoulders, Removing fallen trees,obstracting Hundred Ninety
Ganda Baval, or branches of trees on road, Eight And Paise
maintaining borrow pit,spreading Seventy Three
metal,Rubble,quarry spall, cleaning of open area Only
of building and other misc. works which can be
done by earth excavator including diesel,
drivers,lubricant etc complete as per direction and
instruction of Engineer incharge.
6 10.00 Supplying and fixing reinforced concrete heavy 3446.50 Rupees Three Rmt
duty non-pressure pipes with collars for culverts Thousand Four
including setting and joining the pipes in cm. 1:2 Hundred Forty
watering and laying (To level of slops) of I.S. Six And Paise
498/1971 Class NP 3 of following internal Fifty Only
Quantities Estimate Rate
It Rs. In In Words according to
but may Item of Work Unit
Figures. estimated
7 10.00 Providing and laying cement concrete 1:2:4 (1 3575.49 Rupees Three Cmt
Cement : 2 coarse sand : 4 graded stone Thousand Five
aggregrate 20mm nominal size) and curing Hundred Seventy
complete excluding cost of form work in Five And Paise
(A) Foundation and plinth Forty Nine Only
8 70.00 Box cutting the road surface to proper slope and 114.44 Rupees One Cmt
chamber for making a base for road work including Hundred
removing the excavated stuff and depositing on Fourteen And
the road side slope as deirected up to 50 m. Paise Forty Four
9 20.00 Supplying,Stacking & Spreading of Crush Metal 45 1638.22 Rupees One Cmt
to 63mm size on Road site as directed. Thousand Six
Eight And Paise
Twenty Two Only
10 15.00 Supplying & Stacking of Ruble on road site as 1644.28 Rupees One Cmt
directed. Thousand Six
11 300.00 Rolling and watering of soiling including filling in 22.75 Rupees Twenty Smt
depression which occu during the process. with Two And Paise
power roller 8 tonne to 12 tonne Seventy Five
12 8.00 Hire charges Hitachi machine incl. fuel, driver on 3030.00 Rupees Three Hrs
site for all lead etc complete as directed. Thousand Thirty
13 12.00 Hire charges Dumper with hydralice system 40.40 Rupees Forty Km
including loading and unloading transporting and And Paise Forty
spreding the materials with necessary labours, Only
drivers, incl. cost of fuel etc complete.
14 15.00 Providing and supplying of Labour for maintaining 510.05 Rupees Five No
road and building campus as per requirement. Hundred Ten And
Paise Five Only
Quantities Estimate Rate
It Rs. In In Words according to
but may Item of Work Unit
Figures. estimated
15 70.00 Earthwork for embankment including breaking 186.39 Rupees One Cmt
clods, dressing with all lead and lift and including Hundred Eighty
watering rolling and consolidation of subgrade in Six And Paise
layers at O.M.C. to required dry density including Thirty Nine Only
filling the depression which occur during the
process using power roller 8T to 10T.(E) From
Borrow area within 3.0KM. lead
16 8.00 Engaging tractor with trolly or front pavada as 209.71 Rupees Two Hrs
regd. Incluidng loading and unloading transporting Hundred Nine
& spreding the materials up to 15 km lead with And Paise
necessary laboursdrivers, including cost of fuel etc Seventy One
complete as directed. Only
17 150.00 Providing and laying 0.24 Cmt./10 Smt Seal Coat 5846.89 Rupees Five MT
with B.T aggregate as per gradation using asphalt Thousand Eight
of VG-30 grade binder for mixing at the rate of Hundred Forty
4.5% (Le.45 Kg./M.T.) by wt. of total mix including Six And Paise
heating & mixing in drum mix plant & transporting Eighty Nine Only
mix material & spreading including Cost of fuel,
higher charges,wood kerosene, labour charges etc
by contractors own machinery & plant, loading in
Govt or Private dumper.
18 30.00 Providing & laying 20 mm thick M.S.S. with B.T. 6784.17 Rupees Six MT
aggregate (as per M.O.R.T.&H. gradation) & Thousand Seven
bitumen grade VG-30 for mixing at the rate of 5.09 Hundred Eighty
% (i.e. 50.90 Kg./M.T.) by wt. Of total mix including Four And Paise
heating & mixing in drum mix plant & transporting Seventeen Only
mix material & spreading the same & consolidation
with vibratory roller of 8 tone to 12 tone & flushing
sand or stone dust at the rate of 0.03 Cum./10
Sqm. including cost of fuel, hire charges, wood,
kerosene, labour charges etc. & with contractor's
own machinery & plant etc. complete.
19 30.00 Providing & laying 25 mm. thick compacted SDBC 6679.13 Rupees Six MT
with B.T. Stone chips as per MORT&H gradation & Thousand Six
specification with bulk asphalt VG-30 for mixing at Hundred Seventy
the rate of 50.00 Kg./MT by wt. of total mix Nine And Paise
i.e.(5.00% by weight of total mix) incl. heating the Thirteen Only
asphalt & aggregates by contineous batching drum
mix plant & spreading the same by paver finisher
incl. rolling & Consolidation with 10-12 tonnes
vibratory & paver roller & pro. all materials,
equipments, tools and plants, fire wood, oil,
kerosene, labour charges etc and using
contractor's own machinaries drum mix plant &
paver finisher etc complete.
Quantities Estimate Rate
It Rs. In In Words according to
but may Item of Work Unit
Figures. estimated
20 30.00 Providing & laying 50 mm thick compacted D.B.M. 6330.96 Rupees Six MT
with B.T. stone aggregates as per MORT&H Thousand Three
gradation & specification with mechanical sprayer Hundred Thirty
and bitumen grade (VG-30) for mixing at the rate And Paise Ninety
of 45.0 kg/M.T. by weight of total mix i.e.( 4.5% by Six Only
weight of total mix ) including heating the asphalt &
aggregates by continuous batching drum mix plant
& filling potholes, patches manually 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 machineries drum mix plant &
paver finisher etc. comp. (Without Tack Coat &
Laying Manually Without Paver Machine)
I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words ) of the
tender rates mentined above Amount of my / our tender works out as under.
Tender amount Rs…………………. Tender amount Rs………………….
Add…….% above Rs…………………. Less…….% below Rs………………….
Net in words Rs……………….... Net in words Rs………………....
Signature of Contractor
Deputy Executive Engineer
R & B Sub Division
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details.html
RAW_HTML
ROAD WORKS SPECIFICATIONS.pdf
Tender GR Road - Bridges (1).pdf
Index Specifications.pdf
Testing of Materials.pdf
Notes.pdf
BOQ.pdf
2.Details Specification.pdf
3.SPECIFICATIONS OF QC.pdf
SBD Book_Santalpur-2.pdf
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