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Tender Value
₹47,551.40
EMD Value
₹1 L
Closing Date
9 Jun 2026, 7:00 pm4d left
Exeuctive Engineer, Panchayat, R. & B. Division, Patan
MAINTENANCE AND REPAIRS TO ROADS (ASPHALT PATCH WORK) UNDER THE JURIDICTION OF R & B (P) SUB DIVISION RADHANPUR.
310679
04/26-27
Open
Civil Works - Roads
Patan
7 documents required · 7 mandatory
₹1,500
Executive Engineer, Road &Building (Panchayat) Division, Patan
₹1 L
2 Jun 2026
2 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 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 In words 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 2972.22 Rupees Two Thousand MT
grouting with B.T. aggregate 0.66 Cum/10 Smt and using asphalt Nine Hundred Seventy
grade VG-30 for mixing at the rate of 1.99 % . ie 19.90 Kg / M.T. of Two And Paise Twenty
total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on B.T. Two Only
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 3152.76 Rupees Three Thousand MT
grouting withB.T. aggregate 0.66 Cum/10 Smt (0.50 Cum /10 Smt One Hundred Fifty Two
coarse aggregate & 13 Cum / 10 smt key aggregate )and using And Paise Seventy Six
asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg / Only
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 2717.83 Rupees Two Thousand MT
grouting withB.T. aggregate 0.66Cum/10 Smt (0.50 Cum /10 Smt Seven Hundred Seventeen
coarse aggregate & 13 Cum / 10 smt key aggregate )and using And Paise Eighty Three
asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg / Only
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 3557.26 Rupees Three Thousand MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Five Hundred Fifty Seven
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 And Paise Twenty Six Only
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
5 1.00 Providing and laying 37.50 mm thick compacted Bituminous 3304.48 Rupees Three Thousand MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Three Hundred Four And
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Paise Forty Eight Only
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 45.67 Rupees Forty Five And Sq.mt
grade VG-30 at the rate of 5 kg per 10 Sq.M by mechanical sprayer Paise Sixty Seven Only
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 3737.80 Rupees Three Thousand MT
Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Seven Hundred Thirty
gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Seven And Paise Eighty
smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix) Only
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
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
8 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 3997.16 Rupees Three Thousand MT
Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for Nine Hundred Ninety
mixing at the rate of 4.50 % weight of total mix including heating Seven And Paise Sixteen
the asphalt and aggregate by continuous batching drum mix plant Only
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 4133.13 Rupees Four Thousand MT
Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for One Hundred Thirty Three
mixing at the rate of 4.50 % weight of total mix including heating And Paise Thirteen Only
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 4369.48 Rupees Four Thousand MT
as wearing course with specified graded machine crushed Three Hundred Sixty Nine
aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in And Paise Forty Eight Only
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 4248.58 Rupees Four Thousand CMT
as wearing course with specified graded machine crushed Two Hundred Forty Eight
aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in And Paise Fifty Eight Only
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 2765.36 Rupees Two Thousand CMT
mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone Seven Hundred Sixty Five
dust as filler including spreading, watering & consolidation by And Paise Thirty Six Only
vibratory roller 80KN to 100KN static weight. 75 mm thick
13 1.00 Providing laying spreading and compacting 150mm thick granular 2163.49 Rupees Two Thousand CMT
sub base (G.S.B.) with specified material MC BT Metal of size 75 One Hundred Sixty Three
to 26.5mm 35%, 26.5mm to 4.75mm 45% and below 2.36mm And Paise Forty Nine Only
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 Rupees One Thousand Cum
using quarry spall with all lead and lift and including watering and Three Hundred Fifty Six
rolling and consolidation of sub grade in layers at OMC to required And Paise Sixty Seven
dry density including filling depression which occur during the Only
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 2822.04 Rupees Two Thousand Cum
(W.M.M.) GR-II using machine crushed black trap aggregate of 40 Eight Hundred Twenty Two
to 50 mm size in the material with water OMC in mechanically mix And Paise Four Only
(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 368.20 Rupees Three Hundred Cu.M.
materialapproved quality on road site including royalties & filling Sixty Eight And Paise
measure boxes with all lead and lift etc. road work (R.A) Twenty Only
17 1.00 Spreading the binding material on road crust filling the gaps in 162.08 Rupees One Hundred Cu.M.
metal and leveling to camber and gradient as directed.(S.O.R. P.No Sixty Two And Paise Eight
sr.no 26.23 IT-26020A) Only
18 1.00 Supplying and stacking of machine crushed stone coarse aggregate 1384.47 Rupees One Thousand Cu.M.
chippings etc of hard stone of size 45mm to 63mm size free of Three Hundred Eighty
disintegrated pieces,deleterious and orgenic matter including Four And Paise Forty
royalties & filling measure boxes with all lead and lift etc. completed Seven Only
19 1.00 Spreading the stone aggregate for rolling and W.B.M. including 285.72 Rupees Two Hundred Cu.M.
filling the interstices to required camber and gradient (excluding Eighty Five And Paise
spreading of Blindage)(ii) 40mm to 63mm size aggreagates Seventy Two Only
TOTAL AMOUNT PUT TO TENDER
TOTAL AMOUNT PUT TO TENDER
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 to…...................................
Signature of Deputy Executive Engineer Executive Engineer
the Contractor. Road & Building (P) Sub Division Road & Building (P) Division
Radhanpur Patan
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details.html
RAW_HTML
01 SBD Asphalt Patch Work.pdf
SCHEDULE-B.pdf
SPECIFICATION INDEX.pdf
TECHNICAL SPECIFICATION ANNEXURE (Asphalt Patch Work).pdf
04 GR.pdf
Specification-Road Work Booklet.pdf
Valid EMD.pdf
sharto (1).pdf
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