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Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
19 Feb 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer DAHEGAM Nagar Seva Sadan, DAHEGAM
CONSTRUCTION OF C.C. ROAD AT DIFFERENT 7 PLACES OF DAHEGAM NAGARPALIKA AT DAHEGAM.
269300
17 OF 2025-26
Open
Civil Works - Roads
Gandhinagar
3 documents required · 3 mandatory
₹4,248
Yes
Chief Officer Dahegam Nagarpalika Dahegam
₹2.5 L
Yes
24 Jan 2026
24 Jan 2026
24 Jan 2026
19 Feb 2026
24 Jan 2026
Name Of Work :CONSTRUCTION OF C.C. ROAD AT DIFFERENT 7 PLACES OF DAHEGAM
NAGARPALIKA AT DAHEGAM.
Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM POOJA HEAVEN TO POND AT NEAR AHMEDABAD
MODASA ROAD AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 2962.50 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 790.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 592.50 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 592.50 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 395.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 559.50 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 3730.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 111.90 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 2962.50 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B1 ) :-
Schedule-B2 :CONSTRUCTION OF CC ROAD FROM PIPER FACTORY TO VRUNDAVAN FARM AT
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 64.50 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 1983.75 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 529.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 396.75 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 396.75 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 264.50 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 377.25 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 2515.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 75.45 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 1983.75 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B2 ) :-
Schedule-B3 :CONSTRUCTION OF CC ROAD FROM PARSHIYA FARM TO GANPATI MANDIR NEAR
AUDA TP ROAD SIDE AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 25.80 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 1350.00 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 360.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 270.00 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 270.00 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 180.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 255.00 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 1700.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 51.00 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 1350.00 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B3 ) :-
Schedule-B4 :CONSTRUCTION OF C.C. ROAD FROM EXISTING C C ROAD TO MAFATSINGH PUNAM
SINGH HOUSE AT KANTHARAI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 1124.63 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 299.90 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 224.93 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 224.93 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 149.95 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 212.93 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 1419.50 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 42.59 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 1124.63 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B4 ) :-
Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM KALAJI UDAJI HOUSE TO EXISTING DAMAR
ROAD AT NARANPURA AT RADHANPUR NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 843.75 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 225.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 168.75 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 168.75 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 112.50 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 159.75 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 1065.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 31.95 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 843.75 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B5 ) :-
Schedule-B6 :CONSTRUCTION OF C.C. ROAD FROM EXISTING MAIN ROAD TO BHARATSINGH JALAM
SINGH HOUSE AT ALUVANA NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 705.00 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 188.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 141.00 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 141.00 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 94.00 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 133.50 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 890.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 26.70 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 705.00 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Schedule-B7 :CONSTRUCTION OF C.C. ROAD FROM ANUPJI MANGAJI HOUSE TO MAIN ROAD AT
RAMAJI NA CHHAPRA AT DAHEGAM.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable 3.00 Cu.M. 1110.75
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and 138.75 Cu.M. 109.25
camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed up
3 Construction of granular sub base by providing 37.00 Cu.M. 1628.12
coarse graded material BTMC using metal 53 mm
to 26.5 mm @ 35 %, aggregate 26.5 mm to
mm @ 45% and stone dust 2.36 mm to 7 below @
20 % incl. spreading in uniform layers with motor
grader on prepared surface mixing by mix in place
method with rotavator at OMN and compacting
with vibratory roller to achive the desired density
4 Supplying of crushed black stone metalchipping 27.75 Cu.M. 1630.16
etc. of hard stone of 50 mm size and 10mm to
12mm free of disintegrated piecesdeletarious and
organic matter ( for Bitumen surface dressing etc.
) and grading as per I.R.C. Code. and Spreading the
stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and
gradient and Rolling and consolidation of soling
including filling in depression which occur during
the process, with power roler 8 tonne to 12 tonne.
5 Providing and laying spreading and compacting 27.75 Cu.M. 1426.79
graded stone aggregate to wet mix macadam
mm thick as per MORT&H specification including
premixing the material with water at OMC in
mechanical mix plant, carriage of mixed ma anal
by tippers to site, laying in uniform layers with
paver in sub base/ base course on well prepared
surface End compacting with vibratory roller to
achieve the desire density.
6 Providing and laying cement concrete 1:3:6 (1- 18.50 Cu.M. 3084.90
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
Foundation and Plinth
7 Providing and laying controlled cement concrete 26.25 Cu.M. 4346.88
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings, Base
of columns and Mass concrete.
8 Providing & Laying M,S,Side Rail of road thickness 175.00 Sq.M. 139.38
with necessary nut bolt plates fixing as per width,
applying 4.50 kg / Sq.Mt. meatalic hardner
applying plate vibrator,electric or diesel in
channel.Comp. with V.D. system (Trimix) by using
the all necessary equipments & materil &
machinery,such as running screed vidrator on
prelaid M.S.channel for levelling vaccum pumps,
floating & power trovelling etc.Compl.
9 Supplying premoulded bituminous joint 12 mm 5.25 Sq.M. 553.80
10 Filling available excavated earth ( excluding rock ) 138.75 Cu.M. 136.92
in trenches, plinth, sides of foundation etc. in
layers not exceeding 20cm in depth consolidating
each deposited layer by ramming and watering.
Total ( B1 to B7) :-
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