SJMMSVY(UDP-88) 2024-25 GRANT

Name Of Work : CONSTRUCTION OF PAVER BLOCK,CC ROAD,MATI METAL ROAD ,PROTECTION WALL,GUTTER

LINE AND NALA WORK AT DIFFERENT DIFFERENT 59 PLACES AT CHAKLASI NAGARPALIKA AT CHAKLASI.

Schedule-B1:િશવનગર મેઈન રોડથી ભાઈ રાજેશ િહમતભાઈ ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 66.00 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 49.50 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 23.52 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 51.98 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 297.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.40 Sq.M. 553.79

Total ( B1 ) :-

Schedule-B2 :િશવનગર રીયો કુ વો મેઈન રોડથી અમરાભાઈ છોટા તથા ઉદા હાથીના ઘર તરફ સીસી રોડ

Sr. No. Description ` Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 91.50 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 74.63 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 57.75 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.

4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 57.75 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 74.63 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

6 Providing & Laying M,S,Side Rail of road thickness with necessary 361.50 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

7 Supplying premoulded bituminous joint 12 mm thiick 34.13 Sq.M. 553.79

Total ( B2 ) :-

Schedule-B3 : િશવનગર દે વકાપુરા રોડથી રમેશભાઈ સુરાભાઈ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 66.00 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 49.50 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 23.52 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 51.98 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 297.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.40 Sq.M. 553.79

Total ( B3 ) :-

Schedule-B4 :િશવનગર મેઈન રોડથી ભાથી મંિદર તરફ સી.સી ર તો

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 60.00 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 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 30.00 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 30.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 45.00 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 300.00 Sq.M. ````

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

6 Supplying premoulded bituminous joint 12 mm thiick 9.00 Sq.M. 553.79

Total ( B4 ) :-

Schedule-B5 : રાધુપુરા મૈઇનરોડ થી રમેશભાઈ મનુભાઈના ઘર સુધી સી.સી રોડ 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

6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79

Total ( B5 ) :-

Schedule-B6 :ચકલાસી ભાલેજ મેઇન રોડથી ગોપાલભાઈના ફિળયા તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 74.34 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 55.76 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 26.48 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 58.54 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 334.53 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

6 Supplying premoulded bituminous joint 12 mm thiick 11.81 Sq.M. 553.79

Total ( B6 ) :-

Schedule-B7 : ી તી મહો લામાં પાણીના િનકાલ માટે ગટર અને પેવર લોક લગાડવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for pipe linw trenchwes for water supply ,Sewerage line, 54.32 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

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, 100.95 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

(I) In all sort of soils and soft murrum (0.0 M TO 1.5 M Depth)

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 5.00 Nos 7343.00

10 cm with fixing M. H. cover

For 1 Mtr. Extra Depth 5.00 Nos 4479.00

6 Refilling the pipeline trenches incl. ramming, watering, 82.27 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 5.00 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 5.00 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 laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 30.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

10 Providing and fixing pre-cast Rubber Dye/ steel Dyeinter locking 200.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

11 Providing &Fixing precast concrete kerbstone of gray cement based 108.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B7 ) :-

Schedule-B8 : ભાથી મંિદર સામે દીવાલ વર ણ દીવાલ બનાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth including sorting out and 111.90 Cu.M. 117.08

stacking of useful materials and disposing of the excavated stuff with

Loose or Soft Soil.

2 Filling available excavated earth (excluding rock) in trenches. plinth, 0.00 Cu.M. 282.02

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each isposited

layer by ramming and watering.

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 10.95 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 12.96 Cu.M. 4697.51

excluding the cost of formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

5 Providing and laying controlled cement concrete M250 and curing 7.11 Cu.M. 8030.51

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

6 Providing and laying cement concrete M200 and curing complete 10.11 Cu.M. 6631.66

excluding the cost of formwork and reinforcement for reinforced

concrete work in

( c ) Shelves, Lintel ,Beams, slab, landing upto two floor level.

7 Brickwork using common burnt clay building bricks having crushing 24.38 Cu.M. 4289.33

strength not less than 35kg/Sq.cm. In foundation and plinth in

Cement mortar 1:6 ( 1-Cement :6- Fine Sand )

(B) Conventional

Extra for brickwork in super structure above floor two level

8 Providing & laying weep hole in Aburtments, and returns by using 226.00 Each 45.81

A.C. pipe of 100mm including laying in proper grede and jointing the

completed as per detailed specification.

9 Filling available excavated earth ( excluding rock ) in trenches, 138.02 Cu.M. 130.39

plinth, sides of foundation etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming and watering.

10 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 2896.05 Kg 76.21

including bending, binding and placing in position complete upto

floor two level (upto 10 ton)

11 Providing 20mm thick sand faced cement plaster on walls upto 354.24 Sq.M. 335.65

height 10mt. Above ground level consisting of 12mm thick backing

coat of C.M. 1:3 ( 1-cement : 3-sand ) and 8mm thick finishing cost of

C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

12 Finishing Wall with Weather Proof Exterior Emulsion Paint on wall 354.24 Sq.M. 88.77

Surface (four Coats) to give an required shape even shade after

throughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Total ( B8 ) :-

Schedule-B9 : પાંચધરા સુર ેશભાઈ િવઠલભાઈ ના ફિળયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 300.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 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.

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 45.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel Dyeinter locking 300.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 70.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B9 ) :-

Schedule-B10 : પાચધરા મનુભાઈ શંકરભાઈ ના ફિળયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 77.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 15.40 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 11.55 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 77.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 36.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B10 ) :-

Schedule-B11 :પાંચધરા લાલભાઈ બચુભાઈ ના ફિળયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 267.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 53.40 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 40.05 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 267.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 106.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B11 ) :-

Schedule-B12 : ચકલાસી ચોકડી ભુપતભાઈ બુધાભાઈ ના ઘર સામે લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 78.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 15.60 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 11.70 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 78.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 38.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B12 ) :-

Schedule-B13 : પિતવાસ મહાદે વ ભાગોળ મેઈન રોડ થી િવનોદભાઈના ઘર તરફ પેવર લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 68.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 13.60 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 10.20 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 68.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

5 and filling &Fixing

Providing the jointprecast

with sand in proper

concrete line and

kerbstone oflevel

gray as per based

cement 42.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B13 ) :-

Schedule-B14 : રાવ નાથાની હોટલ પાછળ (િવજય) વાળા ફળીયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 191.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 38.20 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 28.65 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 191.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 137.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B14 ) :-

Schedule-B15 : ચકલાસી પાર ેખ પોળ શાંિતલાલના ફળીયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 226.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 45.20 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 33.90 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 226.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

5 and filling &Fixing

Providing the jointprecast

with sand in proper

concrete line and

kerbstone oflevel

gray as per based

cement 94.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B15 ) :-

Schedule-B16 : પંચાલ વગોમાં પેવર લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 150.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 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.

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 22.50 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel Dyeinter locking 150.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

5 and filling &Fixing

Providing the jointprecast

with sand in proper

concrete line and

kerbstone oflevel

gray as per based

cement 106.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B16 ) :-

Schedule-B17 : રાવળવાસમાં પેવર લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 342.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 68.40 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 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 342.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 284.60 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B17) :-

Schedule-B18 : શેઠની ખડકી (શાહવગો) ભાગ-૨ લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 346.80 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 69.36 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 34.68 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 fixing pre-cast Rubber Dye/ steel Dyeinter locking 346.80 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 266.20 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B18) :-

Schedule-B19 : ઓડવગો રામ બાગથી મફતભાઈના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 105.50 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.

2 Providing and laying spreading and compacting graded stone 79.13 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 39.29 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 91.01 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 520.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 18.21 Sq.M. 553.79

Total ( B19) :-

Schedule-B20 : નાના સુર ેશભાઈના ફળીયામાં લોક લગાવવાનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of Block floors laid in mortar including stacking 440.00 Cu.M. 46.77

of serviceable materilas and disposal of unserviceable materials

with all lead and lift.

2 Box cutting the road surface to proper slope and camber for making 88.00 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 cement concrete 1:3:6 ( 1: Cement : 3- Coarse 44.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and fixing pre-cast Rubber Dye/ steel Dyeinter locking 440.00 Sq.M. 686.90

concrete block 60 mm thick with grade of concrete M300 pnumatic

compressed/ vibrated mechanically and as perapproved design

Confirming to IS15658:2006 including 35mm Sandlayer for levelling

and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing &Fixing precast concrete kerbstone of gray cement based 222.00 R.M. 361.64

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

Total ( B20) :-

Schedule-B21: જય સંતરામ સોસાયટી સી.સી રોડ ખૂટતી કડી થી અિમતભાઈ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 39.00 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 29.25 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 14.23 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 32.29 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 184.50 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

6 Supplying premoulded bituminous joint 12 mm thiick 6.46 Sq.M. 553.79

Total ( B21) :-

Schedule-B22 : ચકલાસી ભૂમેલ મેઈન રોડથી ઐયુબભાઈ ના ઘર તરફ સી.સી રોડ રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 149.06 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 111.80 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 53.10 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 117.39 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 670.79 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

6 Supplying premoulded bituminous joint 12 mm thiick 23.63 Sq.M. 553.79

Total ( B22) :-

Schedule-B23 : વનીપુરા ચકલાસી-ઉતરસંડા મેઈન રોડ થી અરિવંદભાઈના ઘર તરફ માટી મેટલ ર તો

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 56.25 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 Filling in foundation and plinth with murrum or selected soil in 16.88 Cu.M. 282.02

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

Total ( B23) :-

Schedule-B24 : મેલડી માતા પાચા તળાવ રોડથી ભાવેશભાઈ ના ઘર તરફ માટી મેટલ ર તો

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 165.00 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 Filling in foundation and plinth with murrum or selected soil in 49.50 Cu.M. 282.02

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

Total ( B24) :-

Schedule-B25 :ફતેપુરા-ચકલાસી મેઈન રોડથી હનુમાન મંિદર તરફ સી.સી રોડ તથા નાળું બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 80.54 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 60.40 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 29.23 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 65.92 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 376.71 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

6 Supplying premoulded bituminous joint 12 mm thiick 13.70 Sq.M. 553.79

7 Excavation for foundation upto 1.5M depth including sorting out 117.08

and stacking of useful materials and disposing of the excavated stuff

Loose or Soft Soil. 72.00 CMT

8 Excavation for foundation 1.5 to 3.0M depth including sorting out 162.38

and stacking of useful materials and disposing of the excavated stuff

(B) Dense or Hard Soil 72.00 CMT

Providing and laying cement concrete 1:3:6 ( 1: Cement : 3-

Coarse Sand : 6- hand broken stone aggregates 40mm nominal

size) and curing complete excluding cost of formwork in

(A) Foundation & Plinth 5.65 CMT

10 Providing and laying controlled cement concrete M250 and curing 4235.01

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

11 Providing formwork of ordinary timber planking so as to give a 173.40

rough finish including centering, shuttering, strutting and propping

and centering below supporting floor to ceiling not exceeding 4M.

And removal of the same for in sity reinforced concrete and plain

concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

12 Providing and laying controlled cement concrete M250 and curing 4519.68

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

( B ) Walls, from top of foundation level upto floor two level 12.48 CMT

13 Providing formwork of ordinary timber planking so as to give a 232.25

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (C) Vertical

surface such as walls 99.84 SQMT

14 Providing and laying controlled cement concrete M.250 and 4495.63

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level. 12.00 CMT

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. Height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in.

(B) Flat surfaces such as soffits of supspened floors slabs

Landings and the like.

(1) Floors etc. upto 200 mm in thickness. 96.00 SQMT

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work 76.21

including bending, binding and placing in position complete upto

floor two level 4098.90 KG

17 Filling available excavated earth (excluding rock) in trenches. 130.39

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

watering. 72.00 CMT

18 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 277.43

working pressure poluthene pipes of the following outside Dia.

Low densidy, complete with special falnge compression type

fittings, wall clipsetc. 16.00 CMT

19 Providing 20mm thick sand faced cement plaster on walls upto 335.65

height 10 metres above ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

20 Finishing wall with water proofing cement paint of on wall 57.27

surfaces (Two coats) to give an approved brand and manufacture

and of required shape even shade after thoroughly brushing the

surface to remove all dirt and remains of loose powered materials.

21 Clearing and grubbing road land including uprooting rank 34796.29

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials(D) By mechanical means in area of

thorny jungle 0.00 Hectare

22 Dewatering by pumbing set of required capacity including 18.50

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

Complete Pump set of capacity 9000.00 hp/hr

Total ( B25) :-

Schedule-B26 : ચકાલસી ઉમેદપુરા મૈન રોડથી ફતેપુરા ચકાલસી મૈન રોંડ તરફ RCC રોડ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 91.30 Cu.M. 207.40

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 68.48 Cu.M. 1294.69

aggregate to wet mix macadam 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 1:4:8 (1- Cement : 4-coarse 34.24 Cu.M. 2253.30

sand : 8- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Plinth (upto 10 ton)

4 Providing and laying cement concrete M200 and curing complete 68.48 Cu.M. 3348.40

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 456.50 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

6 Supplying premoulded bituminous joint 12 mm thiick 23.03 Sq.M. 553.80

7 Providing &Fixing precast concrete kerbstone of gray cement based 220.00 R.M. 361.65

concrete block30 cm length, 30 cm height and 15 cm thick of M250

grade concrete as per approved design and including excavation for

fixing oin proper line and level, filling the joint withC:M 1:3 (1

Cement, 3 fine sand ) etc

8 Providing & Fixing Precast Dye Interlocking Concrete Blocks 60 mm 456.50 Sq.M. 686.91

thick with grade of concrete M200 pnumetic compressed by

mechanically pressed and as per approved design including 75 mm

sand layer for leveling and filling the joint with sand in proper line

9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 4793.25 Kg 76.22

bending, binding and placing in position complete upto floor two

Total ( B26 ) :-

Schedule- B27 : મહાદે વપુરા ભાથી મંિદરથી બાબુભાઈ રોિહતભાઈ ના ખેતર તરફ સી.સી ર તો નું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 118.80 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 89.10 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 42.53 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 81.00 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 540.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 16.20 Sq.M. 553.79

Total ( B27) :-

Schedule-B28: મહાદે વપુરા ફતેપુરા-ચકલાસી રોડથી ફતાભાઈ બુધાભાઈ ના ઘર તરફ માટી મેટલ ર તો

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 102.00 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 127.50 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 Filling in foundation and plinth with murrum or selected soil in 38.25 Cu.M. 282.02

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

Total ( B28 ) :-

Schedule-B29 : વનીપુરા એ સ ેસ મેઈન રોડથી મકાય તળાવ ડામર રોડને જોડતો માટી મેટલ ર તો

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 477.63 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 597.04 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 0.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 0.00 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 0.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 0.00 Sq.M. 553.79

Total ( B29 ) :-

Schedule-B30 : િવરણીયા ભાથી મંિદર ડામર રોડથી બાબુભાઇ સોમાભાઇના ઘર તરફ સીસી રોડ

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 54.66 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 41.00 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 27.33 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,

4 laying in uniform

Providing layers

and laying with concrete

cement paver in sub base/

1:3:6 base course

( 1: Cement on well

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 41.00 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 273.30 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

7 Supplying premoulded bituminous joint 12 mm thiick 8.20 Sq.M. 553.79

Total ( B30 ) :-

Schedule-B31 : દવપુરા બસ ટે ડ કણજરી-ચકલાસી મેઈન રોડથી િવનુભાઈ રાવ ભાઈ ના ઘર તરફ સી.સી ર તો નું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 97.66 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 73.24 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 34.79 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 76.90 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 439.45 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

6 Supplying premoulded bituminous joint 12 mm thiick 15.59 Sq.M. 553.79

Total ( B31 ) :-

Schedule-B32 : દવપુરા પાણીની ટાંકી િવ તાર શનાભાઈ મેલાભાઈ ના ઘરથી સી.સી રોડ ખૂટતી કડી તરફ સી.સી ર તો

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 72.90 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 54.68 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 25.97 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 57.41 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 328.05 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

6 Supplying premoulded bituminous joint 12 mm thiick 11.81 Sq.M. 553.79

Total ( B32 ) :-

Schedule-B33 : દવપુરા કનુભાઈ ઉદાભાઈ ખૂટતી કડી સી સી થી ગોરધનભાઈના ઘર ખૂટતી કડી તરફ સી.સી રોડ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 82.29 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 61.72 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 30.86 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 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 411.45 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

6 Supplying premoulded bituminous joint 12 mm thiick 14.70 Sq.M. 553.79

Total ( B33 ) :-

Schedule-B34 : દવપુરા ઝાપડા મહારાજ િવ તાર અરિવંદ બાબરભાઈ ના ઘરથી ઉમેદ બાબરના ઘર તરફ સી.સી રોડ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 36.27 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 27.20 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 12.92 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 31.74 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 181.35 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

6 Supplying premoulded bituminous joint 12 mm thiick 6.83 Sq.M. 553.79

Total ( B34 ) :-

Schedule-B35 : દવપુરા કનું માંલના ઘરથી રમણભાઈ લ લુના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 46.29 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 34.72 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 17.36 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 40.50 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 231.45 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

6 Supplying premoulded bituminous joint 12 mm thiick 8.40 Sq.M. 553.79

Total ( B35 ) :-

Schedule-B36: દવપુરા ઘેમાંભાઈ રામાભાઈના ઘરથી સોમાભાઈ રામાભાઈના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 38.58 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 28.94 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 14.47 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 33.76 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 192.90 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

6 Supplying premoulded bituminous joint 12 mm thiick 6.83 Sq.M. 553.79

Total ( B36 ) :-

Schedule-B37 : રામનગર સી.સી રોડ ખૂટતી કડીથી િદલીપભાઈ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 15.38 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 11.54 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 5.77 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 13.46 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 76.92 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

6 Supplying premoulded bituminous joint 12 mm thiick 3.15 Sq.M. 553.79

Total ( B37 ) :-

Schedule-B38 :રામનગર મેઈન રોડ રાવ બુધના ઘર થી ભીમિસંહ રણછોડના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 33.90 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 25.43 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 12.71 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 29.66 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 169.50 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

6 Supplying premoulded bituminous joint 12 mm thiick 6.30 Sq.M. 553.79

Total ( B38) :-

Schedule-B39: ભગવાનપુરા નર ેશભાઇ લ મણ દવના ઘરથી વજેહિસંહ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 54.00 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 40.50 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 20.25 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

6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79

Total ( B39) :-

Schedule-B40 : ભગવાનપુરા વીચ મથી રાવ મંગળના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 13.89 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 10.42 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 4.95 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 10.94 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 62.51 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

6 Supplying premoulded bituminous joint 12 mm thiick 2.36 Sq.M. 553.79

Total ( B40) :-

Schedule-B41 :ભગવાનપુરા મેઈન રોડથી િવજયભાઈના ઘર ખૂટતી કડી તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 33.36 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 25.02 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 11.88 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 26.27 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 150.12 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

6 Supplying premoulded bituminous joint 12 mm thiick 5.67 Sq.M. 553.79

Total ( B41 ) :-

Schedule-B42 :ભગવાનપુરા ચં િસહ મંગળભાઈ ના ઘરથી અશોકમંગળ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 16.65 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 12.49 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 5.93 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 13.11 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 74.93 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

6 Supplying premoulded bituminous joint 12 mm thiick 2.84 Sq.M. 553.79

Total ( B42 ) :-

Schedule-B43 : ભગવાનપુરા મેઇન રોડથી ગીરીશભાઈ પરસોતમભાઈ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 53.97 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 40.48 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 20.24 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 47.22 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 269.85 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

6 Supplying premoulded bituminous joint 12 mm thiick 9.45 Sq.M. 553.79

Total ( B43 ) :-

Schedule-B44 :કે વલનગર મેઈન રોડથી મહેશભાઈ રઈ ભાઈ ઘરતરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 23.34 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 17.51 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 8.32 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 18.38 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 105.03 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

6 Supplying premoulded bituminous joint 12 mm thiick 4.26 Sq.M. 553.79

Total ( B44) :-

Schedule-B45 :કૈ વલનગર મેઇન રોડથી સનમોહનના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 19.98 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 14.99 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 7.12 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 15.73 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 89.91 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

6 Supplying premoulded bituminous joint 12 mm thiick 3.31 Sq.M. 553.79

Total ( B45) :-

Schedule-B46:- કૈ વલ નગર મેઈન રોડથી રમેશ શીવાના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 13.29 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 9.97 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.

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 4.73 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 10.47 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 59.81 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

6 Supplying premoulded bituminous joint 12 mm thiick 2.36 Sq.M. 553.79

Total ( B46 ) :-

Schedule-B47 : દવપુરા બસ ટડ થી ભાથી મંિદર તરફ ખૂટતી કડી તરફ સી.સી ર તો

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 79.17 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 59.38 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 29.69 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 69.27 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 395.85 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

6 Supplying premoulded bituminous joint 12 mm thiick 14.18 Sq.M. 553.79

Total ( B47 ) :-

Schedule-B48 :ભગવાનપુરા લાલ ભાઇ ના ઘરથી યેશભાઈ ના ઘર તરફ સી.સી રોડ બનાવાવનું કામ.

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 64.74 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 48.56 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 24.28 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 56.65 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 323.70 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

6 Supplying premoulded bituminous joint 12 mm thiick 11.55 Sq.M. 553.79

Total ( B48) :-

Schedule-B49 : ધરમપુરા મેઇન રોડથી મંગળભાઇના ઘર તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 53.07 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 39.80 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 18.91 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 41.79 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 238.82 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

6 Supplying premoulded bituminous joint 12 mm thiick 8.51 Sq.M. 553.79

Total ( B49 ) :-

Schedule-B50 :રાઘુપૂરા મેઇન રોડથી રાવ ભાઈના ઘર તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 63.21 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 47.41 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 22.52 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 49.78 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 284.45 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.40 Sq.M. 553.79

Total ( B50 ) :-

Schedule-B51 :સુરતાપૂર મેઇન રોડથી િદનેશભાઇ રિતલાલના ફિળયા તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 53.75 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.

2 Providing and laying spreading and compacting graded stone 40.31 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 19.15 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 42.33 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 241.87 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

6 Supplying premoulded bituminous joint 12 mm thiick 8.51 Sq.M. 553.79

Total ( B51 ) :-

Schedule-B52 :ધરમપુરા મેઇન રોડથી રાજુ ભાઇ ચૌહાણ ના ઘર તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 66.30 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 49.73 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 23.62 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 52.21 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 298.35 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79

Total ( B52 ) :-

Schedule-B53 :ધરમપુરા િવ ણુભાઈ કનુભાઈ ઘરથી અંબાલાલના ઘર તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 94.83 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 71.12 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 33.78 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 74.68 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 426.74 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

6 Supplying premoulded bituminous joint 12 mm thiick 15.12 Sq.M. 553.79

Total ( B53 ) :-

Schedule-B54 : સુરતાપુરા મેઇન રોડથી દીપિસંગ રાવ ફિળયા તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 66.30 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 49.73 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 23.62 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 52.21 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 298.35 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79

Total ( B54 ) :-

Schedule-B55 : રાઘુપુરા મેઇન રોડથી વાલ પુરા ઠાકોરભાઈ મનીભાઈ નાકા તરફ સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 193.80 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 145.35 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 69.04 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 152.62 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 872.10 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

6 Supplying premoulded bituminous joint 12 mm thiick 30.71 Sq.M. 553.79

Total ( B55 ) :-

Schedule-B56 :અંિબકાનગર લાખાનગર મેઇન રોડથી ં બાપુરાં તરફ સીસી રોડ ખૂટતી કડી નું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 67.80 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 50.85 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 24.15 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 53.39 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 305.10 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79

Total ( B56 ) :-

Schedule-B57 : અંિબકાનગરથી લાખાનગર ડામર રોડથી કાભાઈભાઈ સુરાભાઇ ના ફિળયા તરફ જતો ખૂટતી કડી સીસી

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 71.06 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 53.29 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 25.31 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 55.96 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 319.76 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

6 Supplying premoulded bituminous joint 12 mm thiick 11.34 Sq.M. 553.79

Total ( 57 ) :-

Schedule-B58 :રાઘપુરા મેઇન રોડ થી ભોલૂપીર મેઈન રોડથી (મંિદર)ચીમનભાઈ નારણભાઇ નાં ઘર તરફ સી.સી ર તો

Sr. No. Description Quantity Unit Rate Amount

1 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.

2 Providing and laying spreading and compacting graded stone 54.00 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 27.00 Cu.M. 3005.76

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 63.00 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

5 Providing & Laying M,S,Side Rail of road thickness with necessary 360.00 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

6 Supplying premoulded bituminous joint 12 mm thiick 12.60 Sq.M. 553.79

Total ( B58) :-

Schedule-B59 : સાડીપુરા કાન ભાઈ ખૂટતી કડી ાથિમક શાળા સીસી રોડનું કામ

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 66.30 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 49.73 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 23.62 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 52.21 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 298.35 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

6 Supplying premoulded bituminous joint 12 mm thiick 10.87 Sq.M. 553.79

Total ( B59 ) :-

Total (B1 to B59 ) :-