SJMMSVY OUT GROWTH GRANT 2025-26

Name Of Work :CONSTRUCTION OF C.C. ROAD AND PVC PIPE LINE AT DIFFERENT 10 PLACES OF

DAHEGAM NAGARPALIKA AT DAHEGAM.

Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM AASHAPURA MATA MANDIR TO BALIYADEV

MANDIR VIA LALSINGH KALU SINGH HOUSE AT HAJURJI 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 555.00 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 148.00 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 complete.

4 Supplying of crushed black stone metalchipping 111.00 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 111.00 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- 74.00 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 104.70 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 698.00 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 20.94 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 555.00 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 ( B1 ) :-

Schedule-B2 :CONSTRUCTION OF C.C. ROAD FROM PRATAPSINH HOUSE TO LAXMIPURA PRATHMIK

SCHOOL AT LAXMIPURA 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 543.75 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 145.00 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 complete.

4 Supplying of crushed black stone metalchipping 108.75 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 108.75 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- 72.50 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 102.75 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 685.00 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 20.55 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 543.75 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 C.C. ROAD FROM VIRUSHINH GABHAJI HOUSE TO BHARATSINH

BHAVAN SINH HOUSE 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 438.75 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 117.00 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 complete.

4 Supplying of crushed black stone metalchipping 87.75 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 87.75 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- 58.50 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 82.95 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 553.00 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 16.59 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 438.75 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 ( B3 ) :-

Schedule-B4 :CONSTRUCTION OF C.C. ROAD FROM KESHARPURA PRIMARY SCHOOL TO LALSINGH AT

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 367.50 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 98.00 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 complete.

4 Supplying of crushed black stone metalchipping 73.50 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 73.50 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- 49.00 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 69.60 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 464.00 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 13.92 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 367.50 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 ( B4 ) :-

Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM SANJAYSINH ANDARSINH HOUSE TO MADARI

NAGAR MAIN ROAD AT BEHIND GANESHPURA SCHOOL AT GANESHPURA 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 288.38 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 76.90 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 complete.

4 Supplying of crushed black stone metalchipping 57.68 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 57.68 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- 38.45 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 54.23 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 361.50 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 10.85 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 288.38 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 NARSINH BHAVANSINH HOUSE TO MAIN DAMAR

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 249.00 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 66.40 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 complete.

4 Supplying of crushed black stone metalchipping 49.80 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 49.80 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- 33.20 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 46.80 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 312.00 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 9.36 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 249.00 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 NOOTAN FARM TO DAHEGAM UTKANTHESWAR

MAHADEV HIGHWAY ROAD AT NOOTAN FARM 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 2865.00 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 764.00 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 complete.

4 Supplying of crushed black stone metalchipping 573.00 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 573.00 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- 382.00 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 542.10 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 3614.00 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 108.42 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 2865.00 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-B8 :PROVIDING & LAYING PVC PIPE LINE FROM REVABEN KALAJI HOUSE TAND AMBALAL

PUNJAJI HOUSE TO MAIN 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 Excavation for foundation upto 1.5 m depth 200.00 Cu.M. 123.13

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or

3 Providing and supplying in standard length ISI 200.00 R.M. 140.39

mark rigid unplasticised PVC pipes suitable for

potable water with ring fit joint including cost of

rings, as per IS specification no. 4985/1988

including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental stores and including cost of

1.One coupler / ring shall be provided with each

full length pipe cost of which is included in rates

Test Pressure 6 Kg/cm2

4 Lowering, laying and jointing PVC pipes and 200.00 R.M. 17.17

specials of following class and diameter including

cost of conveyance from stores to site of works

including cost of labour, material, except cement

solvent, giving satisfactory hydraulic testing as

5 Filling available excavated earth ( excluding rock ) 200.00 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.

6 Providing and supplying ISI mark Cl D/F Sluice 2.00 Nos 2705.79

Valves , Butterfly Valves & Reflux Valves of

following class and diameter including all taxes,

insurance, transportation, freight charges, octroi,

Inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

PN-1.6 With hand wheel /cap operated (PD type

(a) 80 mm dia S.V.

7 Lowering, laying and jointing in position following 2.00 Nos 404.00

C. I. / D/F Reflux valves, Butterfly valves, Sluice

valves and Air valves including cost

of all labour, jointing material,

including nut bolts and giving satisfactory

hydraulic testing, etc. complete.

(a) 80 mm dia S.V.

8 Manufacture, supply and delivery of cast iron 2.00 Nos 196.95

Detachable joints (shirt & long) competible with

joint flanges duly drilled, synthetic rubber sealing

rings manufactured from styrene butadine rubber

(SBR) and other required accessories such as nut,

bolts etc. conforming to IS specification 8794-

1988 or its latest revision if any suitable for use

with A.C. Pressure pipes. Delivery of joints

including its accessories including loading

inloading, carting.

Long Collar Over Size Suitable to PVC/HDPE

9 Job Work - Connection of new PVC pipe to 2.00 Nos 5050.00

Existing PVC/HDPE/MS/DI pipe including all

materials & labour etc.

10 Construction of valves chambers in brick or bela 2.00 Nos 9482.89

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 1.30 m x 0.90 m and 1.0 mt deep

With precast slab in two parts 15 cm

Schedule-B9 :PROVIDING & LAYING PVC PIPE LINE FROM RATILAL HOUSE TO BHOPAJI HOUSE AT

GANESHPURA AT DAHEGAM.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 6.00 Cu.M. 1110.75

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

2 Excavation for foundation upto 1.5 m depth 375.00 Cu.M. 123.13

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or

3 Providing and supplying in standard length ISI 250.00 R.M. 140.39

mark rigid unplasticised PVC pipes suitable for

potable water with ring fit joint including cost of

rings, as per IS specification no. 4985/1988

including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental stores and including cost of

1.One coupler / ring shall be provided with each

full length pipe cost of which is included in rates

Test Pressure 6 Kg/cm2

4 Lowering, laying and jointing PVC pipes and 250.00 R.M. 17.17

specials of following class and diameter including

cost of conveyance from stores to site of works

including cost of labour, material, except cement

solvent, giving satisfactory hydraulic testing as

5 Filling available excavated earth ( excluding rock ) 375.00 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.

6 Providing and supplying ISI mark Cl D/F Sluice 1.00 Nos 2705.79

Valves , Butterfly Valves & Reflux Valves of

following class and diameter including all taxes,

insurance, transportation, freight charges, octroi,

Inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

PN-1.6 With hand wheel /cap operated (PD type

(a) 80 mm dia S.V.

7 Lowering, laying and jointing in position following 1.00 Nos 404.00

C. I. / D/F Reflux valves, Butterfly valves, Sluice

valves and Air valves including cost

of all labour, jointing material,

including nut bolts and giving satisfactory

hydraulic testing, etc. complete.

(a) 80 mm dia S.V.

8 Manufacture, supply and delivery of cast iron 1.00 Nos 196.95

Detachable joints (shirt & long) competible with

joint flanges duly drilled, synthetic rubber sealing

rings manufactured from styrene butadine rubber

(SBR) and other required accessories such as nut,

bolts etc. conforming to IS specification 8794-

1988 or its latest revision if any suitable for use

with A.C. Pressure pipes. Delivery of joints

including its accessories including loading

inloading, carting.

Long Collar Over Size Suitable to PVC/HDPE

9 Job Work - Connection of new PVC pipe to 2.00 Nos 5050.00

Existing PVC/HDPE/MS/DI pipe including all

materials & labour etc.

10 Construction of valves chambers in brick or bela 1.00 Nos 9482.89

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 1.30 m x 0.90 m and 1.0 mt deep

With precast slab in two parts 15 cm

Schedule-B10 :CONSTRUCTION OF C.C. ROAD FROM BHAVANSINGH SIVSINGH FARM TO DAHEGAM

LAVAD MAIN 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 3712.50 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 990.00 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 complete.

4 Supplying of crushed black stone metalchipping 742.50 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 742.50 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- 495.00 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 711.00 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 4740.00 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 142.20 Sq.M. 553.80

10 Filling available excavated earth ( excluding rock ) 3712.50 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 ( B10) :-

Total ( B1 to B10) :-