SJMMSVY OUT GROWTH GRANT 2025-26

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) :-