GOVERNMENT GRANT

Name Of Work : CONSTRUCTION OF ROAD RESURFACING WORK AT DIFFERENT DIFFERENT-7

LOCATIONS OF TALOD NAGARPALIKA AREA AT TALOD.

Schedule-B1 :CONSTRUCTION OF C.C. ROAD FROM PROFESSOR VIJAY VAGHELA HOUSE TO

NIJANAND CHOWK ROAD AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 195.30 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 104.63 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 69.75 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 104.63 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 8.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 8.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 104.63 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 697.50 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 20.93 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 41.85 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B1 ) :-

Schedule-B2 :CONSTRUCTION OF C.C. ROAD FROM COLLEGE MAINE ROAD TO PLOT NO-22 AT

LAXMIKUNJ SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 110.88 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 78.65 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 56.64 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 78.65 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 6.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 6.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 84.30 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 573.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 16.86 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 90.41 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B2 ) :-

Schedule-B3 :CONSTRUCTION OF C.C. ROAD FROM JAYANTI LAL HOUSE TO COLLEGE ROAD AT

LAXMIKUNJ SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 58.80 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 31.50 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 21.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 31.50 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 31.50 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 210.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 6.30 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 9.45 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B3 ) :-

Schedule-B4 :CONSTRUCTION OF C.C. ROAD FROM PRAJAPATI HOSTEL TO RAILWAY TUNNEL

ENTRY GATE AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 197.12 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 105.60 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 70.40 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 105.60 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 8.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 8.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 105.60 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 704.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 21.12 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 55.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B4 ) :-

Schedule-B5 :CONSTRUCTION OF C.C. ROAD FROM FRONT OF VASANT LAL SHANTI LAL SONI

HOUSE AT AAM JANTA SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 25.20 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 24.30 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 15.60 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 24.30 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 2.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 2.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 22.50 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 150.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 4.50 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 8.10 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B5 ) :-

Schedule-B6 :CONSTRUCTION OF C.C. ROAD FROM SUSHILA BEN HOUSE TO TARUN BHAI HOUSE

AT AASHREY SOCIETY AT TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 280.00 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 150.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 100.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 150.00 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 10.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 10.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 150.00 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 1000.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 30.00 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 45.00 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B6 ) :-

Schedule-B7 :CONSTRUCTION OF C.C. ROAD FROM AMBE MATA CHOWK TO DILIP BHAI SHOP AT

TALOD NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable 72.80 Cu.M. 1081.84

materilas and disposal of unserviceable materials

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

2 Box cutting the road surface to proper slope and 39.00 Cu.M. 109.05

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed Engineer In-charge

3 Providing and laying cement concrete 1:3:6 ( 1: 26.00 Cu.M. 3095.25

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Carting of surplus earth (2.0km. Lead ) 39.00 Cu.M. 62.48

5 Repairing Existing M.H. Chamber 3.00 Nos 1317.53

6 RCC precast M.H. Frame & Cover Manufacture, 3.00 Nos 2316.94

supply & Delivery at 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 (1.) Frame

suitable for 50cm opening of MH (2.)Cover

suitable for 50cm opening of MH

7 Providing and laying cement concrete M250 and 39.00 Cu.M. 4345.72

curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work

in ( A ) Foundation, footing, Base of Columns and

8 Providing & Laying M,S,Side Rail of road thickness 260.00 Sq.M. 139.38

with necessary nut bolt plates fixing as per width,

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

9 Supplying premoulded bituminous joint 12 mm 7.80 Sq.M. 553.80

10 Filling, Foundation & Plinth with murrum or 10.80 Cu.M. 294.39

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

11 Labour charges for repairing of leakage in PVC

pipe line of following diameter at different places

including necessary excavation manually or by

mechanize excavation, dewatering, removing of

mud, cleaning of pipe and leakage portion, cutting

the pipe line and removing piece of pipe from

trench with incl. of mechanical deviced JCB,

Hydra/ crane if necessary and labours required

with providing material such couplers, solution

etc. comp. (inclu. all materials)

Total ( B7 ) :-

Total (B1 to B7) :-