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Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
10 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer, CHAKLASI NAGARPALIKA, CHAKLASI
CONSTRUCTION OF CC ROAD AND GUTTER LINE WORK AT DIFFERENT DIFFERENT 33 PLACES AT CHAKLASI NAGARPALIKA AT CHAKLASI.UNDER SJMMSVY(UDP-88) 2023-24 GRANT.
290623
1 of 2025-26
Open
Civil Works
Kheda
9 documents required · 9 mandatory
₹4,248
Yes
Chief officer Chaklasi Nagarpalika
₹1.4 L
Yes
27 Mar 2026
27 Mar 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
Name Of Work : CONSTRUCTION OF CC ROAD AND GUTTER LINE WORK AT DIFFERENT DIFFERENT
PLACES AT CHAKLASI NAGARPALIKA AT CHAKLASI.
Schedule-B1 : પંડિતનગર મનુભાઈ ચાવિાના ખેતરથી રાયડ ગ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 58.14 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 43.61 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 20.71 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 45.79 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 261.63 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79
Total ( B1 ) :-
Schedule-B2 :દલાપુરા રોિથી ડવજયભાઇ ભગવાનભાઇના ફડિયા તરફ ી ી રોિનું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 55.08 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 41.31 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 19.62 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 43.38 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 247.86 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 8.98 Sq.M. 553.79
Total ( B2 ) :-
Schedule-B3 :ભાખરપુરા મેઇન રોિથી ભાથીજી મંડદર તરફ ી ી રોિનું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 69.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 51.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 24.58 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 54.34 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 310.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79
Total ( B3 ) :-
Schedule-B4 : બેલત્ર
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 96.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 72.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 34.20 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 75.60 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 432.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 15.12 Sq.M. 553.79
Total ( B4 ) :-
Schedule-B5 : બેલત્ર
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 48.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 36.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 17.10 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 37.80 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 216.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 7.56 Sq.M. 553.79
Total ( B5 ) :-
Schedule-B6 : બેલત્ર
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 42.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 31.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 14.96 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 33.08 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 189.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 6.62 Sq.M. 553.79
Total ( B6 ) :-
Schedule-B7 : અલીન્દ્રા રોિથી ચીમનભાઈ ક
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 33.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 24.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 11.76 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 25.99 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 148.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 5.20 Sq.M. 553.79
Total ( B7 ) :-
Schedule-B8 :કં જોિા રોિથી બાબુભાઈ નાનાભાઈના ઘર તરફ ી. ી. રસ્તાનું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 129.00 Cu.M. 1030.81
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 96.75 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
3 Providing and laying spreading and compacting graded stone 64.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 64.50 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
5 Providing and laying cement concrete M250 and curing complete 96.75 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
6 Providing & Laying M,S,Side Rail of road thickness with necessary 645.00 Sq.M. 140.11
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.
7 Supplying premoulded bituminous joint 12 mm thiick 19.35 Sq.M. 553.79
Total ( B8 ) :-
Schedule-B9 : ભાખરપુરા મોટી નેરથી પોપટભાઈ છગનભાઇ ઘર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 60.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 45.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 21.38 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 47.25 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 270.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79
Total ( B9 ) :-
Schedule-B10 :બેલત્ર
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 125.94 Cu.M. 1030.81
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 94.46 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
3 Providing and laying spreading and compacting graded stone 62.97 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 62.97 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
5 Providing and laying cement concrete M250 and curing complete 94.46 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
6 Providing & Laying M,S,Side Rail of road thickness with necessary 629.70 Sq.M. 140.11
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.
7 Supplying premoulded bituminous joint 12 mm thiick 18.89 Sq.M. 553.79
Total ( B10 ) :-
Schedule-B11 :બેલત્ર
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 96.00 Cu.M. 1030.81
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 72.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
3 Providing and laying spreading and compacting graded stone 48.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 48.00 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
5 Providing and laying cement concrete M250 and curing complete 72.00 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
6 Providing & Laying M,S,Side Rail of road thickness with necessary 480.00 Sq.M. 140.11
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.
7 Supplying premoulded bituminous joint 12 mm thiick 14.40 Sq.M. 553.79
Total ( B11 ) :-
Schedule-B12 : રામપુરા મેઈન રોિથી રોડહત સ્મશાન તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 42.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 31.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 14.96 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 33.08 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 189.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 6.62 Sq.M. 553.79
Total ( B12 ) :-
Schedule-B13 : ય
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 42.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 31.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 14.96 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 33.08 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 189.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 6.62 Sq.M. 553.79
Total ( B13 ) :-
Schedule-B14 : મોટાકુ વા રામપુરા મેઈન રોિથી જશભાઈ હજાભાઈના ઘર તરફ ી. ી રોિનું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 24.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 18.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 8.55 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 18.90 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 108.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 3.78 Sq.M. 553.79
Total ( B14 ) :-
Schedule-B15 : રામપુરા રોિથી નટુ ભાઈ દે વાભાઈ ખોિીયાર માતાના મંડદર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 60.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 45.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 21.38 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 47.25 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 270.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79
Total ( B15 ) :-
Schedule-B16 :રામપુરા િેરી ડવસ્તાર જગદીશભાઈ શનાભાઈનાં ઘર થી કાભઇભાઈ રાય ીંગભાઈનાં ઘર તરફ ી. ી રોિ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 30.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 22.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 10.69 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 23.63 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 135.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 4.73 Sq.M. 553.79
Total ( B16 ) :-
Schedule-B17 :રામપુરા ાટોિી નાકા મેઈન રોિથી ખૂટતી કિી કાનજી ચીમનભાઈ ખેતર તરફ ી. ી રોિનું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 60.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 45.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 21.38 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 47.25 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 270.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79
Total ( B17) :-
Schedule-B18 :રામપુરા બંગલા ડવસ્તારથી ોઢા મફતભાઈ શનાભાઈનાં ઘર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 108.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 81.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 38.48 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 85.05 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 486.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 17.01 Sq.M. 553.79
Total ( B18 ) :-
Schedule-B19 : ય
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 27.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 20.25 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 9.62 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 21.26 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 121.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 4.25 Sq.M. 553.79
Total ( B19 ) :-
Schedule-B20 : રામપુરા િેરી ડવસ્તાર વાઘેલા ોમાભાઈ ચીમનભાઈનાં ઘરથી વાઘેલા પર ેશભાઈ ભલાભાઈના ઘર તરફ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 30.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 22.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 10.69 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 23.63 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 135.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 4.73 Sq.M. 553.79
Total ( B20 ) :-
Schedule-B21 : ય
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 21.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 15.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 7.48 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 16.54 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 94.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 3.31 Sq.M. 553.79
Total ( B21 ) :-
Schedule-B22 : ય
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 62.52 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 46.89 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 22.27 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 49.23 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 281.34 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 9.92 Sq.M. 553.79
Total ( B22 ) :-
Schedule-B23 :લીમજી કુ ઈ જગાભાઈ લલ્લુભાઈ વાઘેલાના ઘર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 132.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 99.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 47.03 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 103.95 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 594.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 20.79 Sq.M. 553.79
Total ( B23 ) :-
Schedule-B24 : ય
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 27.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 20.25 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 9.62 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 21.26 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 121.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 4.25 Sq.M. 553.79
Total ( B24 ) :-
Schedule-B25 :લીમજી કુ ઈ આશાભાઈ િાહ્યાભાઈના ફડિયામાં તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 69.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 51.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 24.58 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 54.34 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 310.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79
Total ( B25 ) :-
Schedule-B26 :રામપુરા કનુભાઈ ાલમભાઈ ના ઘરથી ુ ેશભાઈ પુનમભાઈ ના ઘર તરફ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 21.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 15.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 7.48 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 16.54 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 94.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 3.31 Sq.M. 553.79
Total ( B26 ) :-
Schedule-B27 : રામપુરા મેઈન રોિથી પર ોત્તમ માસ્તરના ફડિયા તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 96.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 72.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 34.21 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 75.60 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 432.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 15.12 Sq.M. 553.79
Total ( B27 ) :-
Schedule-B28 : રામપુરા રોિથી ઈશ્વરભાઈ પ્રભાતભાઈના ઘર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 48.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 36.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 17.10 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 37.80 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 216.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 7.56 Sq.M. 553.79
Total ( B28 ) :-
Schedule-B29 : દે વકાપુરા બુધાભાઈ મગનભાઈ ના ઘર ી. ી. ખૂટતી કિીથી ફતેડ હ
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 45.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 33.75 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 16.03 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 35.44 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 202.50 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 7.09 Sq.M. 553.79
Total ( B29 ) :-
Schedule-B30 : દે વકાપુરા બુધાભાઈ મગનભાઈ ઘરથી રવજીભાઈ ોમાભાઈના ઘર ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 18.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 13.50 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 6.41 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 14.18 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 81.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 2.84 Sq.M. 553.79
Total ( 30 ) :-
Schedule-B31 : દે વકાપુરા સ્મશાન રોિથી કાભઈભાઈ મગનભાઈના ઘર તરફ ી. ી. રસ્તાનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 126.00 Cu.M. 1030.81
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 94.50 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
3 Providing and laying spreading and compacting graded stone 63.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 63.00 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
5 Providing and laying cement concrete M250 and curing complete 94.50 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
6 Providing & Laying M,S,Side Rail of road thickness with necessary 630.00 Sq.M. 140.11
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.
7 Supplying premoulded bituminous joint 12 mm thiick 18.90 Sq.M. 553.79
Total ( B31 ) :-
Schedule-B32 : પાટવી ફડિયા માં ગટર લાઇન નું કામ
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for pipe linw trenchwes for water supply ,Sewerage line, 131.98 Cu.M. 372.00
manhole etc. all with shoring and struting if requried as per
requried gradient and line including all safety provision using site
rails and removing and spreading the excavated stuffs including up
to all required lead cleaning the sitee etc. complete for all lifts and
strata as specified
In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,
chiseling, or by chiseling/breaking only.
2 Excavation for pipe linw trenchwes for water supply ,Sewerage line, 791.89 Cu.M. 89.00
manhole etc. all with shoring and struting if requried as per
requried gradient and line including all safety provision using site
rails and removing and spreading the excavated stuffs including up
to all required lead cleaning the sitee etc. complete for all lifts and
strata as specified
(I) In all sort of soils and soft murrum (0.0 M TO 1.5 M Depth)
3 Providing and casting in situ mass cement concrete in grade M-10 0.00 Cu.M. 3662.00
(approx. corresp.to prop. 1:3:6) using granite quartzite trap metal of
size 12 mm to 25 mm incl. consolidation curing etc. complete.
3 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints
including all taxes, insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc. complete. (IS -
Note : One collar should be supplied with each full length plain
ended RCC pipe, cost included in rates below. One rubber ring
should be supplied with each full length socketed pipe, cost
included in rates below.
Class NP3 Test Pressure 0.7 Kg/sq.cm
4 Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of
following diameters in proper position, grade and alignment as
directed by Engineer-in-charge including conveyance from stores to
site of work, labour, giving hydraulic testing as per ISI code.
5 Construction of valves chambers in brick or bela stone masonry,
locally available in C. M. 1:6. Foundation concrete 150 mm thick in C.
C. 1:4:8 of trap metal size 25 mm to 40 mm thick, inside cement
plaster in C. M. 1:3 and cement pointing outside in C. M. 1:3 and top
cover of precast RCC slab 100 mm thick (with key hole in two parts,
each with handles or MS Bar etc. complete as given size) Upto 1 Mt.
depth from G. L. to pipe invert level incl. complete civil works but
excl. cost of excavation and refilling, with cast in situ RCC slab in one
single piece with fixing of CI-MH Frame and cover (excl. cost of CI-
MH Frame and cover) with 23 mm thick brick masonry wall in
Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep with single piece 39.00 Nos 7343.00
10 cm with fixing M. H. cover
For 1 Mtr. Extra Depth 39.00 Nos 4479.00
6 Refilling the pipeline trenches incl. ramming, watering, 645.90 Cu.M. 22.00
consolidating disposal of surplus stuff as directed within a radius of
7 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 39.00 Nos 1121.00
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
Heavy duty suitable for 50 cm opening
8 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 39.00 Nos 1173.00
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
Heavy duty suitable for 50 cm opening
9 Providing and casting in situ mass cement concrete in grade M-10 39.30 Cu.M. 3662.00
10 (approx. corresp.to
Providing prop.
and casting 1:3:6)
in situ C.C.using granite
in grade M-20quartzite trap metal
(proportions as perof 58.95 Cu.M. 5292.00
mix design or as per table9 of IS456 2000 in masses by weigh
batching ) using granite, quartzite trap metal of size 6 mm to 20 mm
for RCC work, including scaffolding centering, formwork, needle
vibrated consolidation, curing complete up to 6 meter depth or
height (excluding cost of reinforcement and neat finishing) with
shuttering/deshuttering etc. complete for structure other than
water retaining (Below G.L)
Total ( B32 ) :-
Schedule-B33 :વાઘેલા કોલોનીમાં મેઇન રોિથી ડવક્રમભાઈના ઘર તરફ ી. ી રોિ બનાવાવનું કામ.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and camber for making 24.00 Cu.M. 104.20
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
upto all lead and lift.
2 Providing and laying spreading and compacting graded stone 18.00 Cu.M. 1294.69
aggregate to wet mix macadam 150 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.
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 8.55 Cu.M. 3005.76
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying cement concrete M250 and curing complete 18.90 Cu.M. 4235.01
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing & Laying M,S,Side Rail of road thickness with necessary 108.00 Sq.M. 140.11
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.
6 Supplying premoulded bituminous joint 12 mm thiick 3.78 Sq.M. 553.79
Total ( B33 ) :-
Total (B1 to B33 ) :-
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