Construction Work for C.C. Road Repairing Work form Different area Viramgam Nagarpalika , Viramgam

Name of Work :- Construction Work for C.C. Road Reparing Work form Different area

Viramgam Nagarpalika , Viramgam

Memorandum showing items works to be carried out :

Item QuantitiesE Item Of Work Tendered Unit Total Amount

Item QuantitiesE Item Of Work Tendered Unit Total Amount

No. stimated Rate according to

Qty. In Figure estimated

Kuvarba Society various Gali

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

a base for road work including removing the excavated stuff and

1 63.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 28.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Panchakla To Bharvadi Darvaja

Box cutting the road surface to proper slope and camber for making a

base for road work including removing the excavated stuff and

1 119.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item code -

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand :

Crushed stone aggregates 40 mm nominal size) and excluding cost of

reinforcement in reinforced concret for following grades, machine

vibrated concrete using graded hard stone aggregate of 40mm

2 53.00 nominal size obtained from quarry including mechanical mixing, 2830.46 Cu.Mt

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, in cement mortar in

proportion recommended by the manufacturer.., (A) Foundation and

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary in

C.M 1:6 at top including cost of excavation refiting of frame & cover in

4 3.00 C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of Dismentaling 996.01 Nos

Material from site etc. Completed incl. all carting and providing of

materials which is required for the purpose (except frame and Cover)

Sevasadan To A.P.M.C

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

a base for road work including removing the excavated stuff and

1 152.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 68.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Dumana Road To Munsar Pumping Station

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

a base for road work including removing the excavated stuff and

1 34.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 15.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Dhuniya Tanki To Kasampura To Raiyapur Gate

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

a base for road work including removing the excavated stuff and

1 432.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 192.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Near Ananad Enterprise

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

a base for road work including removing the excavated stuff and

1 5.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 2.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Musubir Baba Home To Main Road

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

a base for road work including removing the excavated stuff and

1 16.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 7.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Kasambhai Memon Home To Main

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

a base for road work including removing the excavated stuff and

1 7.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 3.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

Daya Bhai Kandoi Gali to Usmanbhai Kapad Ni Dukan

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

a base for road work including removing the excavated stuff and

1 6.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand

: 8 Crushed stone aggregates 40 mm nominal size) and excluding

cost of reinforcement in reinforced concret for following grades,

machine vibrated concrete using graded hard stone aggregate of

2 3.00 40mm nominal size obtained from quarry including mechanical 2830.46 Cu.Mt

mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer..,

(A) Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary

in C.M 1:6 at top including cost of excavation refiting of frame &

cover in C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of

Dismentaling Material from site etc. Completed incl. all carting and

providing of materials which is required for the purpose (except

frame and Cover)

TOTAL NET AMOUNT

Estimated amount Estimated amount

Put to tender Rs ……............. Put to tender Rs……............

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under this signature.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Viramgam Nagarpalika