CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH WEST ZONE for Ahmedabad Municipal Corporation (AMC)

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs, sapling and trees

1 girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By Hectare 2.64 80243.79

manual means in area of light jungle

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and

2 branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Each 42.00 374.96

Beyond 30 cm girth upto and including 60 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and

3 branches, removing the roots and stacking of serviceable material and disposal of unserviceable Each 42.00 1673.07

material.Beyond 60 cm girth up to and including 120 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and

4 branches, removing the roots and stacking of serviceable material and disposal of unserviceable Each 40.00 7766.75

material.Beyond 120 cm girth up to and including 240 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and

5 branches, removing the roots and stacking of serviceable material and disposal of unserviceable Each 40.00 15558.80

material.Above 240 cm girth

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and

6 disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Cu.M 11346.38 203.83

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful

7 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Cu.M 7708.50 224.95

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering,

10 ramming and consolidating etc. complete. Cu.M 24171.50 289.06

Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting & disposal,

unloading, spreading and dressing etc. complete with all leads & lift, as directed anywhere out side plot

11 boundary. Site for disposing (non objectional place) to be found and selected by the contractor all as per Cu.M 500.00 39.69

specifications and direction of Engineer-in-charge. lead up to 0.5 km.

11.1 Lead up to 3 km Cu.M 461.00 75.23

11.2 Lead up to 5 km Cu.M 921.00 101.44

11.3 Lead up to 10 km Cu.M 1612.00 110.80

11.4 Lead up to 15 km Cu.M 1612.00 109.73

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for

termite control treatment including labour and material consistment with I.S.I specification. Using Chlordene

and Chiorpurfiles 20 EC. As Per6131_part-III Consentration Weight one percent is recommended i.e one litre

20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical / Sqm of surface is recommended as per I.S

Providing and laying Rubble soling, 230 mm thick, in a compact manner,foudation, road, footpath etc. using

200 to 230 mm. cut size stones including filling the gaps with 40mm metal and packing with stone chips with

murrum covering and levelling the surface after filling the voids including watering, ramming well and

consolidating each layer, as directed by EIC.

Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand : 8- Graded Brick bats aggregate

14 40mm normal size) and curing complete excluding cost of formwork including compacting, finishing, curing Cu.M 270.00 2660.45

for shallow sunk etc. complete as directed by engineer in charge.

TOTAL FOR EARTH WORK -

Ahmedabad Municipal Corporation 1 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

Providing and laying cement concrete 1:3:6 (1-Cement :3- coarse sand : 6- hand broken stone aggregates

15 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Cu.M 1836.25 3005.76

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggrt. 20 mm. nominal

16 size) and curing etc complete including cost of form work in Foundation and plinth. Cu.M 876.83 4391.53

Providing and laying in position Ready Mixed Concrete M-30 Grade controlled concrete reinforced cement

concrete work For Foundation Footings (Individual, Combined, Strip and raft) using cement content and

required admixtures in recommended proportions as per IS : 9103, as per approved design mix

manufactured in fully automatic batching plant and transported to site of work in transit mixer having

continuous agitated mixer manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of RMC from transit mixer to site of laying, excl. the cost of reinforcement but

including the cost of centering, shuttering, finishing and cost of admixtures in recommended proportion as

per IS 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and

durability as per direction of Engineer In charge. Minimum Cement Content as per latest IS 456 shall be

maintained (Cment Level 475 kg.). Without Fly ash.

Providing and laying in position Ready Mixed Concrete M-30 Grade controlled concrete Reinforced Cement

Concrete work For Plinth Beam at various Level as shown shown in the drawing , using cement content as

per approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. the cost of

reinforcement but including the cost of centering, shuttering, using regular shuttering plates, plywood, Steel

Adjustable Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

fair finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting

of concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash.

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Beams, various levels as shown in the drawing , using cement content as per

approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

19 but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable Cmt 490.87 6645.11

Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

RCC Floor Beam for Ground Floor

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Beams, various levels as shown in the drawing , using cement content as per

approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

20 but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable Cmt 315.00 6685.36

Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

RCC Floor Beam for First FLoor

Ahmedabad Municipal Corporation 2 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying in position Ready Mixed Concrete M-30 Grade ControlPART-I

concrete: CIVIL WORK Exposed

Cement Concrete work For Beams, various levels as shown in the drawing , using cement content as per

approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

21 but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable Cmt 315.00 6725.61

Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

RCC Floor Beam for Second FLoor

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Beams, various levels as shown in the drawing , using cement content as per

approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

22 but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable Cmt 611.25 6765.86

Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

RCC Floor Beam for Third FLoor, Terrace and above

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Cement

Concrete work For Wall / Pardi above Plinth Level at various level as shown shown in the drawing , using

cement content as per approved design mix manufactured in fully automatice batching plant and transported

to site of work in transit mixer having continous agitated mixer manufactured as per mix design of specified

grade for reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from

hydrophilic components added to a concrete mix, reduce the permeability of hardened concrete as approved

by the Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of

reinforcement but including the cost of centering, shuttering using plywood shuttering plates, Steel

Adjustable Props, Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash (B) Walls from top of foundation level to

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Cement

Concrete work For Wall / Pardi above Plinth Level at various level as shown shown in the drawing , using

cement content as per approved design mix manufactured in fully automatice batching plant and transported

to site of work in transit mixer having continous agitated mixer manufactured as per mix design of specified

grade for reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from

hydrophilic components added to a concrete mix, reduce the permeability of hardened concrete as approved

by the Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of

reinforcement but including the cost of centering, shuttering using plywood shuttering plates, Steel

Adjustable Props, Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash (B) Walls from For Ground floor

Ahmedabad Municipal Corporation 3 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying in position Ready Mixed Concrete M-30 Grade ControlPART-I : CIVIL

concrete WORK Cement

Concrete work For Wall / Pardi above Plinth Level at various level as shown shown in the drawing , using

cement content as per approved design mix manufactured in fully automatice batching plant and transported

to site of work in transit mixer having continous agitated mixer manufactured as per mix design of specified

grade for reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from

hydrophilic components added to a concrete mix, reduce the permeability of hardened concrete as approved

by the Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of

25 reinforcement but including the cost of centering, shuttering using plywood shuttering plates, Steel Cmt 115.00 7271.58

Adjustable Props, Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash (B) Walls For First Floor

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Cement

Concrete work For Wall / Pardi above Plinth Level at various level as shown shown in the drawing , using

cement content as per approved design mix manufactured in fully automatice batching plant and transported

to site of work in transit mixer having continous agitated mixer manufactured as per mix design of specified

grade for reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from

hydrophilic components added to a concrete mix, reduce the permeability of hardened concrete as approved

by the Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of

reinforcement but including the cost of centering, shuttering using plywood shuttering plates, Steel

Adjustable Props, Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash (B) Walls For Second Floor.

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Cement

Concrete work For Wall / Pardi above Plinth Level at various level as shown shown in the drawing , using

cement content as per approved design mix manufactured in fully automatice batching plant and transported

to site of work in transit mixer having continous agitated mixer manufactured as per mix design of specified

grade for reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from

hydrophilic components added to a concrete mix, reduce the permeability of hardened concrete as approved

by the Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of

reinforcement but including the cost of centering, shuttering using plywood shuttering plates, Steel

Adjustable Props, Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating,

finishing and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability as per direction of Engineer In

charge. Rates are hacking the surface for plastering / masonary. Minimum Cement Content as per latest IS

456 shall be maintained (Cment Level 475 kg.). Without Fly ash (B) Walls For Third Floor, Terrace and above

Providing and laying in position Ready Mixed M- 35 grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

28 reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ Cmt 514.08 6795.86

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ) (B)Columns, Pillars, Posts and Struts from top of foundation level to Plinth level.

Providing and laying in position Ready Mixed M- 35 grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

29 reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ Cmt 457.77 6836.10

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ) (B)Columns, Pillars, Posts and Struts for Ground Floor slab +porch

Ahmedabad Municipal Corporation 4 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying in position Ready Mixed M- 35 grade concrete for reinforced CIVIL WORK

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

30 reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ Cmt 265.00 6876.35

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ). Without Fly ash (B)Columns, Pillars, Posts and Struts for First Floor

Providing and laying in position Ready Mixed M- 35 grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

31 reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ Cmt 265.00 6916.60

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ) . Without Fly ash (B)Columns, Pillars, Posts and Struts for Second Floor

Providing and laying in position Ready Mixed M- 35 grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

32 reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ Cmt 357.65 6956.85

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ) . Without Fly ash (B)Columns, Pillars, Posts and Struts for Third Floor& Terrace and

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Slab, Landing at various levels as shown in the drawing , using cement content as

per approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable

Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

Slabs, Landings, Shelves, Balconies and cantilever for floor Slab, U. G. Tank,S.T.P etc. for Ground Floor.

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Slab, Landing at various levels as shown in the drawing , using cement content as

per approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable

34 Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing Cmt 388.75 6836.95

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.).Without Fly ash

Slabs, Landings, Shelves, Balconies and cantilever for First Floor

Ahmedabad Municipal Corporation 5 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying in position Ready Mixed Concrete M-30 Grade ControlPART-I

concrete: CIVIL WORK Exposed

Cement Concrete work For Slab, Landing at various levels as shown in the drawing , using cement content as

per approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable

35 Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing Cmt 357.65 6877.20

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

Slabs, Landings, Shelves, Balconies and cantilever for Second floor.

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Slab, Landing at various levels as shown in the drawing , using cement content as

per approved design mix manufactured in fully automatice batching plant and transported to site of work in

transit mixer having continous agitated mixer manufactured as per mix design of specified grade for

reinforced cement concrete work and Crystalizing admixture for waterproof concrete made from hydrophilic

components added to a concrete mix, reduce the permeability of hardened concrete as approved by the

Engineer-in-charge including pumping of RMC from transit mixer to site of laying, excl. cost of reinforcement

but including the cost of centering, shuttering using plywood shuttering plates, , Steel Adjustable

36 Props,Cuplock system, planks, props, spans, runners approved by Structural designer, vibrating, fair finishing Cmt 743.75 6917.45

and cost of admixtures in recommended proportion as per IS 9103 to accelerate / retard setting of concrete,

improve workability without impairing strength and durability as per direction of Engineer In charge.

Minimum Cement Content as per latest IS 456 shall be maintained (Cment Level 475 kg.). Without Fly ash

Slabs, Landings, Shelves, Balconies and cantilever for Third floor, Terrace and above

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm

nominal size) and curing complete including cost of formwork in (A) Wall Caps / Coping.

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Staircase with steps/kadi tappa, waist slab at various levels as shown in the

drawing ,using cement content as per approved design mix manufactured in fully automatice batching plant

and transported to site of work in transit mixer having continous agitated mixer manufactured as per mix

design of specified grade for reinforced cement concrete work and Crystalizing admixture for waterproof

concrete made from hydrophilic components added to a concrete mix, reduce the permeability of hardened

concrete as approved by the Engineer-in-charge including pumping of RMC from transit mixer to site of

38 laying, excl. cost of reinforcement but including the cost of centering, shuttering using plywood shuttering Cmt 57.50 7003.91

plates, , Steel Adjustable Props,Cuplock system, planks, props, spans, runners approved by Structural

designer, vibrating, fair finishing and cost of admixtures in recommended proportion as per IS 9103 to

accelerate / retard setting of concrete, improve workability without impairing strength and durability as per

direction of Engineer In charge. Minimum Cement Content as per latest IS 456 shall be maintained (Cment

Level 475 kg.). Without Fly ash Staircase excl. landing for Ground Floor

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Staircase with steps/kadi tappa, waist slab at various levels as shown in the

drawing ,using cement content as per approved design mix manufactured in fully automatice batching plant

and transported to site of work in transit mixer having continous agitated mixer manufactured as per mix

design of specified grade for reinforced cement concrete work and Crystalizing admixture for waterproof

concrete made from hydrophilic components added to a concrete mix, reduce the permeability of hardened

concrete as approved by the Engineer-in-charge including pumping of RMC from transit mixer to site of

39 laying, excl. cost of reinforcement but including the cost of centering, shuttering using plywood shuttering Cmt 15.00 7044.15

plates, , Steel Adjustable Props,Cuplock system, planks, props, spans, runners approved by Structural

designer, vibrating, fair finishing and cost of admixtures in recommended proportion as per IS 9103 to

accelerate / retard setting of concrete, improve workability without impairing strength and durability as per

direction of Engineer In charge. Minimum Cement Content as per latest IS 456 shall be maintained (Cment

Level 475 kg.). Without Fly ash Staircase excl. landing for First Floor

Ahmedabad Municipal Corporation 6 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying in position Ready Mixed Concrete M-30 Grade ControlPART-I : CIVIL

concrete WORK Exposed

Cement Concrete work For Staircase with steps/kadi tappa, waist slab at various levels as shown in the

drawing ,using cement content as per approved design mix manufactured in fully automatice batching plant

and transported to site of work in transit mixer having continous agitated mixer manufactured as per mix

design of specified grade for reinforced cement concrete work and Crystalizing admixture for waterproof

concrete made from hydrophilic components added to a concrete mix, reduce the permeability of hardened

concrete as approved by the Engineer-in-charge including pumping of RMC from transit mixer to site of

40 laying, excl. cost of reinforcement but including the cost of centering, shuttering using plywood shuttering Cmt 15.00 7084.40

plates, , Steel Adjustable Props,Cuplock system, planks, props, spans, runners approved by Structural

designer, vibrating, fair finishing and cost of admixtures in recommended proportion as per IS 9103 to

accelerate / retard setting of concrete, improve workability without impairing strength and durability as per

direction of Engineer In charge. Minimum Cement Content as per latest IS 456 shall be maintained (Cment

Level 475 kg.). Without Fly ash Staircase excl. landing for Second Floor

Providing and laying in position Ready Mixed Concrete M-30 Grade Control concrete Reinforced Exposed

Cement Concrete work For Staircase with steps/kadi tappa, waist slab at various levels as shown in the

drawing ,using cement content as per approved design mix manufactured in fully automatice batching plant

and transported to site of work in transit mixer having continous agitated mixer manufactured as per mix

design of specified grade for reinforced cement concrete work and Crystalizing admixture for waterproof

concrete made from hydrophilic components added to a concrete mix, reduce the permeability of hardened

concrete as approved by the Engineer-in-charge including pumping of RMC from transit mixer to site of

laying, excl. cost of reinforcement but including the cost of centering, shuttering using plywood shuttering

41 plates, , Steel Adjustable Props,Cuplock system, planks, props, spans, runners approved by Structural Cmt 15.00 7124.65

designer, vibrating, fair finishing and cost of admixtures in recommended proportion as per IS 9103 to

accelerate / retard setting of concrete, improve workability without impairing strength and durability as per

direction of Engineer In charge. Minimum Cement Content as per latest IS 456 shall be maintained (Cment

Level 475 kg.). Without Fly ash Staircase excl. landing for Third Floor , Terrace and above

Providing laying controlled cement concrete M-20 and curing complete including the cost of form work

(rates for centering shuttering formwork staging scaffolding for considering upto 6.50 mt.height ) but

excluding reinforcement for reinforced concrete work in: RCC Lintel, sill and Mullians Ground Floor

Providing laying controlled cement concrete M-20 and curing complete including the cost of form work

(rates for centering shuttering formwork staging scaffolding for considering upto 4.50 mt.height ) but

excluding reinforcement for reinforced concrete work in: RCC Lintel, sill and Mullians First Floor

Providing laying controlled cement concrete M-20 and curing complete including the cost of form work

(rates for centering shuttering formwork staging scaffolding for considering upto 4.50 mt.height ) but

excluding reinforcement for reinforced concrete work in: RCC Lintel, sill and Mullians Second floor

Providing laying controlled cement concrete M-20 and curing complete including the cost of form work

(rates for centering shuttering formwork staging scaffolding for considering upto 4.50 mt.height ) but

excluding reinforcement for reinforced concrete work in: RCC Lintel, sill and Mullians up to Third floor to

Terrace cabin and above

Providing and laying controlled cement concrete M-20 and curing complete including the cost of formwork

(rates for centering, shuttering, formwork, staging, scaffolding for considering rates upto 4.50 mt but

excluding the cost of reinforcement for reinforced concrete work in : for Chhaja at Ground Floor

Providing and laying controlled cement concrete M-20 and curing complete including the cost of formwork

(rates for centering, shuttering, formwork, staging, scaffolding for considering rates upto 4.50 mt but

excluding the cost of reinforcement for reinforced concrete work in : for Chhaja at First Floor

Providing and laying controlled cement concrete M-20 and curing complete including the cost of formwork

(rates for centering, shuttering, formwork, staging, scaffolding for considering rates upto 4.50 mt but

excluding the cost of reinforcement for reinforced concrete work in : for Chhaja at Second Floor.

Providing and laying controlled cement concrete M-20 and curing complete including the cost of formwork

(rates for centering, shuttering, formwork, staging, scaffolding for considering rates upto 4.50 mt but

excluding the cost of reinforcement for reinforced concrete work in : for Chhaja at Third Floor, Terrace and

Providing and erecting False Staging with MS props or MS H-frames for each additional height of propping

and centering where the height of propping and centering exceeds 4.5 meter between supporting floor to

ceiling supporting as required with adequate bracing/ propping with steel props/ H frames etc. as directed by

EIC including cost of de-shuttering and centering at all levels / all floors for plumbing electrical and civil

works. Note : Plan area will be measured Height more than 4.5 M upto 16.50 M.

Providing and laying controlled cement concrete M-20 and curing complete excluding the cost of formwork

and reinforcement for reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders

51 and Cantilever upto floor two level. Grade slab Cu.M 14.18 4504.96

Ahmedabad Municipal Corporation 7 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, : CIVIL

binding andWORK

placing in position

52 complete upto all floor level Kg. 1784611.00 78.21

TOTAL FOR RCC WORK -

Ahmedabad Municipal Corporation 8 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVILWORK

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in

53 foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional Cu.M 148.47 4051.78

Brickwork using common burnt clay building bricks having crushing strength not less than 35 Kg./Sq.Cm. in

54 cement Mortar 1:6 (1-Cement : 6-finesand) (B) Conventional For Ground floor Cu.M 1117.89 4021.02

Brickwork using common burnt clay building bricks having crushing strength not less than 35 Kg./Sq.Cm. in

55 foundation and plinth in cement Mortar 1:6 (1-Cement : 6-finesand) (B) Conventional For First Floor Cu.M 448.56 4061.51

Brickwork using common burnt clay building bricks having crushing strength not less than 35 Kg./Sq.Cm. in

56 foundation and plinth in cement Mortar 1:6 (1-Cement : 6-finesand) (B) Conventional For Second Floor. Cu.M 337.54 4102.00

Brickwork using common burnt clay building bricks having crushing strength not less than 35 Kg./Sq.Cm. in

57 foundation and plinth in cement Mortar 1:6 (1-Cement : 6-finesand) (B) Conventional For Third Floor, Cu.M 387.88 4142.49

Terrace and above

Half brick masonry in common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm.

58 in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional Ground floor Sq.m. 233.68 599.84

Half brick masonry in common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm.

59 in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional First Floor Sq.m. 188.54 605.84

Half brick masonry in common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm.

60 in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional Second Floor Sq.m. 171.46 611.84

Half brick masonry in common burnt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm.

61 in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) (B) Conventional Third Floor and above Sq.m. 196.68 617.84

Providing and Fixing GI chicken wire mesh 24 gauge & 12 mm mesh and 300 mm width for construction

joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and

pegs/nails with nailing machine as required before plastering etc. complete

TOTAL FOR MASONARY WORK -

Ahmedabad Municipal Corporation 9 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

WALL FINISHING WORKWORK

Providing 15mm thick Cement Plaster in single coat on AAC Blocks/brick/concrete wall for interior plastering

63 at various floor level as below, finished even and smooth in Cement mortar 1:4 (1-cement :4-sand) Ground Sq.m. 6223.16 157.17

Providing 15mm thick Cement Plaster in single coat on AAC Blocks/brick/concrete wall for interior plastering

64 at various floor level as below, finished even and smooth in Cement mortar 1:4 (1-cement :4-sand) First Floor Sq.m. 5021.54 180.56

Providing 15mm thick Cement Plaster in single coat on AAC Blocks/brick/concrete wall for interior plastering

65 at various floor level as below, finished even and smooth in Cement mortar 1:4 (1-cement :4-sand) Second Sq.m. 4078.39 203.95

Providing 15mm thick Cement Plaster in single coat on AAC Blocks/brick/concrete wall for interior plastering

66 at various floor level as below, finished even and smooth in Cement mortar 1:4 (1-cement :4-sand) Third Sq.m. 5501.33 227.34

floor, Terrace and above

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of

67 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 Sq.m. 11413.95 320.71

: 1-sand) etc. complete. At Various Floor Level

Providing 10mm thick cement plaster in single coat on AAC Block/brick/Concrete wall, ceilling for interior

68 plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) for Sq.m. 6911.94 128.86

Providing 10mm thick cement plaster in single coat on AAC Block/brick/Concrete wall, ceilling for interior

69 plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) for Sq.m. 2730.51 178.49

Providing 10mm thick cement plaster in single coat on AAC Block/brick/Concrete wall, ceilling for interior

70 plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) for Sq.m. 2730.51 203.30

Providing 10mm thick cement plaster in single coat on AAC Block/brick/Concrete wall, ceilling for interior

71 plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) for Sq.m. 3237.97 228.12

Third floor, Terrace and Above

Providing Throating of Plaster Drip and Moulding to R.C.C Chajja or Cantilever Slab as directed by Engineer

Incharge for all floors, height and level

Providing cement vata (10 cm x 10 cm size ) quartar round in cement mortar 1:1 including neat cement

73 finishing watering etc. complete. For all floors, height amd level Rmt 330.00 23.68

Providing & laying average 18-20mm thick double coat water proof smooth/ wired finish cement plaster on

sides of masonry work/ block wall/ RCC wall, 12 to 15mm thick first coat in CM 1:4 (1 cement : 4 coarse sand)

by spraying, second coat of 6mm of CM 1:2 (1 cement : 2 fine sand) and mixing water proofing compound

Hydroshield powder & liquid as per approved make in recommended proportions (by manufacturers) in both

coats, finishing the surface wired finish to receive the tiles / smooth finish with a floating coat of neat

74 cement slurry at 2.75 Kg / Sq.m. at all floors, all shapes and any height including hacking to RCC surface, Sq.m. 2122.00 313.28

scaffolding, curing etc. complete as directed by engineer-in-charge including furnishing a guarantee bond for

10 years. Cement slurry admixed with Hydroshield powder & liquid of in recommended proportions is to be

applied before each coat and final finishing coat. (Item shall be operated for water retaining structures,

sunks, basement walls and other places specified by Architect/ EIC ). For all floors and any height.

Providing proprietary Acrylic Polymer modified cementations water proofing, System to horizontal roof

and part of parapet (300 mm height rounding off junction and extending them upto 15 cm along the wall) by

providing and laying 12mm to 20mm broken pieces of glazed tiles to be laid on Cement Morar (1 :3) to plain

75 or slope tempered to bring chaina mosaic tile work over Av. 50mm thick CC 1:2:4 flooring and grouting with Sq.m. 3820.90 1098.85

white cement slurry with matching pigment including clearing with water and oxalic acid etc. complete. (plan

area to be measured) with 10 years guarantee

Providing and laying water proofing treatment in sunken portion of WCs, bathroom,Pantry Area, etc., by

applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of

slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer

will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water

76 proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with Sq.m. 491.65 508.92

water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints,

corners, junctions of pipes and masonry with polymer mixed slurry.

Ahmedabad Municipal Corporation 10 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Basement Waterproofing For Raft (Horizontal Area): Laid on PCC before PART-I : CIVIL

Grade Slab WORK

(i) Surface preparation: Horizontal Surfaces - The substrate must be free of loose aggregate, slush, mud,

sharp protrusions and stagnated water. Ground water level needs to be kept under the PCC level, continuous

dewatering to be done till completion of concreting. The surface does not need to be dry, but standing water

must be removed.

(ii)Membrane installation: Supplying and laying composite minimum 1.5mm thick, pre-applied, Fully

bonded, sand-faced, weldable grade, pure HDPE membrane over P.C.C conforming to IS 16471:2017 / BS

8102:2009 Type A, requirements of UG waterproofing structures. The system should be fully bonded to the

RCC and consists of highly resilient HDPE film of minimum 0.9mm thick, self adhesive polymer layer & unique

novel particulate / sand layer. The membrane shall be loosely laid onto the PCC surface and shall be capable

of receiving the structural steel & concrete directly over the membrane. NO protection screed required. The

membrane shall have minimum of 75mm side and end laps which shall be sealed with Hot air / wedge

double seam Automatic variable speed welding machine of Leister or equivalent. The membrane shall have

following minimum properties Tensile Strength > 29 MPa as per ASTM D412, Elongation at Break > 500 % as

per ASTM D412, Peel Adhesion to Concrete > 1500 N/m as per ASTM D903, Puncture Resistance > 1000 N as

per ASTM E 154, Resistance to Hydrostatic Head > 70m as per ASTM D 5385, Low Temperature Flexibility < (-

)25degC as per ASTM D1970, Joint strength > 15 N/m as per ASTM D1876

This membrane shall be terminated Horizontally and fixed using AquaArm EVA of MYK Arment or equivalent

at the junctions/ pheriphary of the D wall & Raft as per Manufacturers recommendation, including all

materials & labour, etc, all complete.

RETAINING WALL WATERPROOFING SYSTEM

Surface Preparation:

The substrate shall be free from loose aggregates, laitance, slush, mud, sharp protrusions, oil, grease, and

any stagnant water. Groundwater level shall be maintained below PCC level, and continuous dewatering shall

be carried out until completion of concreting. The surface of the retaining wall shall be dry prior to primer

application, with moisture content less than 5%.

Construction Joint Treatment:

All construction joints in the retaining wall shall be opened in a V-groove profile of size 10 mm × 10 mm using

a grinder or suitable mechanical tool. The joints shall be sealed using polymer-modified mortar prepared

with Styrene Butadiene Rubber (SBR) based bonding agent or equivalent, dosed at 4–5 liters per 50 kg bag of

cement mixed with 150 kg of sand.

Filling of Tie Rod Holes:

All tie rod holes shall be properly cleaned and filled with polymer-modified mortar prepared using SBR-based

bonding agent or equivalent, dosed at 4–5 liters per 50 kg bag of cement mixed with 150 kg of sand.

Coving (Vatta) at Wall and Raft Junction:

At the junction of RCC raft and retaining wall, a chamfer (vatta) of minimum size 50 mm × 50 mm shall be

formed using polymer-modified mortar prepared with SBR-based bonding agent or equivalent, dosed at 4–5

liters per 50 kg bag of cement mixed with 150 kg of sand.

Application of SBS Waterproofing Membrane:

A bitumen-based primer shall be applied on the prepared, treated, and dry concrete surface at a coverage

rate of 4–6 sq.m per liter using brush or roller. The primer shall be allowed to dry for a minimum of 2 hours.

The waterproofing membrane shall be applied within 24 hours of primer application.Waterproofing shall be

carried out using a high-performance, 1.5 mm thick self-adhesive SBS-modified bituminous membrane with

cross-laminated HDPE film backing, conforming to BS 8102 and IS 16471, and having the following minimum

Puncture resistance: 300 N (ASTM E 154)

Hydrostatic head resistance: ≥ 70 m (ASTM D 5385)

Tensile strength: 4.0 / 3.5 N/mm² (ASTM D 412)

Elongation: > 230% (ASTM D 412)

Low temperature flexibility: up to –15°C

The membrane shall be applied by removing the release film and firmly pressing onto the primed concrete

surface, maintaining overlaps of minimum 75 mm on sides and 100 mm at end joints.

Protection of Waterproofing Membrane:

The applied membrane shall be protected against mechanical damage by fixing 6–8 mm thick dimple

protection boards prior to commencement of backfilling operations.

Termination of Membrane on Retaining Wall:

The waterproofing membrane shall be terminated and secured using a metal termination strip fixed

approximately 300 mm above ground level. The strip shall be mechanically fastened to the wall at regular

centers using appropriate fasteners. A continuous bead of polyurethane sealant shall be applied between the

membrane and termination strip, and along the top edge of the strip to ensure watertight sealing.

Cost of all materials, labour, tools, tackles, equipment, scaffolding, consumables, surface preparation, joint

and crack treatment, membrane application, protection boards, terminations, sealing, quality control,

testing, compliance with relevant codes and standards, and all incidental works required for completion of

the waterproofing system.

The complete waterproofing system for the retaining wall shall carry a minimum 10-year waterproofing

warranty, covering material performance and workmanship, from the date of completion.

TOTAL FOR WALL FININSHING WORK -

Ahmedabad Municipal Corporation 11 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVILWORK

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey

77 cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. Sq.m. 673.03 992.66

(A) 25mm thick (work for all floors)

Providing and laying polished kota stone slab 20mm thick in risers of steps,skirting Dedo and pillars laid on

10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with

78 pigment to match the shade of slab including rubbing and polishing etc. complete. (work for all floors) Sq.m. 34.72 1187.79

Providing and fixing full length, 25 mm thick both side polish kota stone cut in required size shelves below

platform, in store or in cupboards including fixing in position with 10 mm thick cement mortar 1:3 (1 cement

: 3 coarse sand) and jointed with gray cement slurry,& adhesive like Araldite or equivalent as per

requirement of work/fixing. The rate includes Full Moulding/Rounding of edges of Granite slab to semi

circular or chamfered incl.Rubbing and polishing to be done with 2 coats of 60, 120 grades of emery,

79 balckchapadi and gutka for special polish after it polishing to be done with 220, 320, 400, 600 grades of Sq.m. 55.00 901.45

emery till mirror/ semimirror finish is achieved. Curing, daily moping with water & kerosene as directed for at

least 15 days after final polishing etc. complete upto the satisfaction of the Architect or Engineer-in-charge.

(NO WAXING WILL BE PERMITTED). (work for all floors)

Providing & laying 18mm thick mirror finished granite of approved size, light shade (lighter shade like desert

yellow, adhunik grey, morkarsar green, etc) and quality, selected and sorted for uniform color in floor and

other areas as required sizes and shapes given in design. Average 20 mm thick 1:6 cement mortar bedding

for flooring with grey cement slurry for joints. The rate includes rounding, champhering, rubbing and mirror

polishing of edges. The work shall be carried out after approval of architect and engineer-in-charge.

Providing & fixing 18 mm th. first quality telephone Granite Stone approved by Client/Architect for Doors

Frame, jambs, Skirting & window sill in cement mortar (1:3) including cutting, fixing in cement paste with

hairline joint, filling the joints with white cement / pigments / joint filler,rounding of edges, edge polishing &

finishing as directed by the Engineer. Useing maximum available length. (in 2 pieces to create a offet, the full

width of the wall ) (work for all the floors)

Providing & laying sandwich platform comprising of a) Sandwich of 18 mm thick single side 1st quality

telephone granite polish Granite of approved size, shade and sample on top and 25 mm thick polished kota

in bottom with 25mm thick cement mortar (1:3) in between b) At centre vertical sandwich supports of

mm thick two kota stone on sides and 20mm CM (1:3) in between and at both end walls vertical supports of

18 mm thick double side 1st quality telephone granite granite. c) 75 mm raised platform at bottom with kota

on top and 50mm CM (1:3) at bottom, kota stone skirting as per design and approved sample. The rate

includes rounding, champhering and mirror polishing of edges, facias of granite, MS support including

necessary bonding adhesive (if required) of approved make. Rate shall be also inclusive of making holes &

cutouts for SS sink, Oval wash basin, Piller tap / Bib tap etc. as directed by engineer in charge. (Only plan area

shall be measured & paid for). (work for all floors)

Providing and laying white/coloured glazed or ceramic tiles 8 to 10 mm thick and 300x450mm size in

83 skirting, risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement :3-coarse sand) and jointed Sq.m. 1549.64 970.07

with white cement slurry) . (work for Swimming pool Area)

Providing & laying flooring 600mm x 600mm Anti skid / matt finished double charged Vitrified 8 to 10 mm

thick tile flooring (Any colour shade aproved bt Consultants) over 20mm to 65mm ( ave ) base of C.M. 1:6

using cementitious Adhesive Materal like laticrete Adhesive. New surface finished with the help of white

cement, cement colour if require, filler of approved make and cleaning the surface etc. comp. for antiskid

For flooring, landing, in desired colours, finishes fully polished, Matt, Satin, Satin Guard with flush pointing

in white cement & pigment with residue and skirting, incl. curing, polishing & cleaning with mild oxalic acid

etc. complete for all floors / all levels etc. ) Light & Dark colour

Providing and laying (800X800mm & 600x1200mm) double charged glossy / satin finish vitrified tiles 8 to

10mm thick tile flooring and Skirting (cut out from Double charged Vitrified Tiles / satin finished), on wall

/ column in complete line & level over 20mm to 65mm (average) base of cement mortar 1:6 (1 Cement :

Coarse sand) / cement mortar 1:3 (1 Cement : 3 Coarse sand) on new surface using cementitious Adhesive

Materal like laticrete Adhesive. The skirtings are to be fixed to match the joints of the flooring, joined with

suggested color cement slurry in joints. proper fixing level should be maintained. Full pieces have to be fixed

85 except where small pieces are unavoidable. Actual on site laid quantity will be considered for the

measurement purpose. Tiles will be jointed with 5mm groove with PVC spacer for for epoxy grouting all

around with color cement slurry if requre, including finisheing and cleaning the surface etc. The item

includes cutting / hacking in wall / plaster, surface preparation, fixing the skirting with rich cement mortar,

putting 1/2”x1/2” groove between skirting & plaster, finishing etc. comp. & removal of debries. for all floors /

all levels Light and/or Dark Color as per instruction of Engineer in charge Light & Dark colour

Ahmedabad Municipal Corporation 12 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying (600x1200mm) double charged glossy / satin finish PART-I vitrified: CIVIL

to 10mm thick tile

flooring and Skirting (cut out from Double charged Vitrified Tiles / satin finished), on wall / column in

complete line & level over 20mm to 65mm (average) base of cement mortar 1:6 (1 Cement : 6 Coarse sand)

/ cement mortar 1:3 (1 Cement : 3 Coarse sand) on new surface using cementitious Adhesive Materal like

laticrete Adhesive. The skirtings are to be fixed to match the joints of the flooring, joined with suggested

color cement slurry in joints. proper fixing level should be maintained. Full pieces have to be fixed except

where small pieces are unavoidable. Actual on site laid quantity will be considered for the measurement

85.1 purpose. Tiles will be jointed with 5mm groove with PVC spacer for for epoxy grouting all around with Sq.m. 165.00 1592.92

color cement slurry if requre, including finisheing and cleaning the surface etc. The item includes cutting /

hacking in wall / plaster, surface preparation, fixing the skirting with rich cement mortar, putting 1/2”x1/2”

groove between skirting & plaster, finishing etc. comp. & removal of debries. for all floors / all levels Light

and/or Dark Color as per instruction of Engineer in charge Light & Dark colour

Providing and laying (800X800mm) double charged glossy / satin finish vitrified tiles 8 to 10mm thick tile

flooring and Skirting (cut out from Double charged Vitrified Tiles / satin finished), on wall / column in

complete line & level over 20mm to 65mm (average) base of cement mortar 1:6 (1 Cement : 6 Coarse sand)

/ cement mortar 1:3 (1 Cement : 3 Coarse sand) on new surface using cementitious Adhesive Materal like

laticrete Adhesive. The skirtings are to be fixed to match the joints of the flooring, joined with suggested

color cement slurry in joints. proper fixing level should be maintained. Full pieces have to be fixed except

where small pieces are unavoidable. Actual on site laid quantity will be considered for the measurement

purpose. Tiles will be jointed with 5mm groove with PVC spacer for for epoxy grouting all around with

color cement slurry if requre, including finisheing and cleaning the surface etc. The item includes cutting /

hacking in wall / plaster, surface preparation, fixing the skirting with rich cement mortar, putting 1/2”x1/2”

groove between skirting & plaster, finishing etc. comp. & removal of debries. for all floors / all levels Light

and/or Dark Color as per instruction of Engineer in charge Light & Dark colour

Providing and laying (600 mm x 600 mm) double charged glossy / satin finish vitrified tiles 8 to 10mm thick

tile flooring and skirting over 20mm to 65mm (average) base of cement mortar 1:6 (1 Cement : 6 Coarse

sand) / cement mortar 1:3 (1 Cement : 3 Coarse sand) on new surface using cementitious Adhesive Materal

like laticrete Adhesive. The skirtings are to be fixed to match the joints of the flooring, joined with suggested

color cement slurry in joints. proper fixing level should be maintained. Full pieces have to be fixed except

where small pieces are unavoidable. Actual on site laid quantity will be considered for the measurement

86 purpose. Tiles will be jointed with 5mm groove with PVC spacer for for epoxy grouting all around with color Sq.m. 155.27 1441.22

cement slurry if requre, including finisheing and cleaning the surface etc. as per design and instruction of

Engineer in charge for all floors / all levels The item includes cutting / hacking in wall / plaster, surface

preparation, fixing the skirting with rich cement mortar, putting 1/2”x1/2” groove between skirting & plaster,

finishing etc. comp. & removal of debries. for all floors / all levels(Light & Dark colour Tiles)

Providing and laying wired finish screed (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 20mm down

size) in required thick as per drawing /instruction by the Architect/Engineer In Charge as bedding for flooring

87 laid to achieve propoer slope or 0-0 levelled surface and curing complete excluding cost of formwork at any Cum 191.00 2517.44

type of surface all floors all levels all heights etc. complete as directed by EIC. (work for all floors)

Providing and laying rough chiseled dressed stone flooring over 20mm thick base of cement mortar 1:5 (1-

88 Cement : 5-coarse sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1-cement : 2-stone dust) Sq.mt. 1000.00 616.25

etc. complete. (B) 40 mm thick.

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate

89 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (B) 50mm thick. Sq.mt. 6395.63 351.56

Providing and filling the expansion joint gaps between the tiles and stones with stain-less, chemical resistant,

hard wearing & impervious three component epoxide resin based ceramic tile & stone joint filler by Epoxy

Grouting material of standard make approved byEngineer in charge / Architect as required shade and

90 manufactured specification by filling the groove of 3 to 5 mm wide x 5 mm deep and removing mortar drop Sq.mt. 1468.01 291.63

or any other foreign materials incl applying primer and filling required size etc. complete. The grout material

shall be stain proof, hard, dense, durable colour fast less water absorbent.

100 % Nylon Carpet Tile

Providing and fixing of 100% solition Dyed Nylon carpet Tile - plank, multi-level construction 1/12th gauge, of

tufted pile weight 600 to 700 gsm per smt. Pile height 5-6mm thick, total height of not more than 6mm.

Should have procare backing. Commercial extra heavy duty carpet tile. Carpet tile should be flame resistant

having ASTM E648 Class B1 with Electrostatic Anti-static properties. Carpet should be nontoxic,

environmentally friendly SGS rated carpet. The carpet tile should confirm to ISO 14001-2002 with Pro-care

Self Guard treatment with 15 years carpet wewr wnd color fastness warranty.

TOTAL FOR FLOORING WORK -

Ahmedabad Municipal Corporation 13 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

SportsPART-I : CIVIL

6.7mm Vinyl Flooring:

Supply and Installation of European Origin Heterogeneous Sports Vinyl Flooring 6.7mm Thickness with sheet

width not less than 2.0 metre width jointed with seamless thermo welding laid with Suitable Premium

adhesive @ 0.25kg/m2 over suitable subbase, conforming to manufacturer's specifications including line

marking for the specific sports area (Basketball Court, Badminton Court, Handball Court, Multipurpose Sports

Hall & Gymnasium etc.,) with 2C polyurethane/ epoxy marker paint of approved quality and as directed by

the Engineer-in-charge. The sports flooring shall be (i) Bacterial resistant, (ii) Thermo welding of joints of

flooring shall be by heat process to make seamless floor finish, (iii) The joints in the flooring shall be sealed

by using a PVC welding bar of matching colour using hot air gun. The Product shall be Floor Score, FIBA, BWF

& IHF Certified, its BWF Certification shall be of Grade-1 (BWF International Elite). Product should have been

installed in Top institute of India i.e. IIT, NIT or equivalent. Technical Standards of Product are as per

Surface Finish : XPUR scuff-resistant surface, Backing: Combined closed cell foam, Weight: 3.6 kg/m2 as per

EN-ISO- 23997 Standards, Roll Size: 2 Meter Width x 15 Meter Length ± 1%, Product Specification should fall

under EN 14904 (category P1), Impact sound insulation: 22 dB as per EN ISO717-2 Standards Thermal

resistance: 0.07 m2-K/W, Reaction to fire: C-fls1, Formaldehyde emission: No formaldehyde

Pentachlorophenol: No pentachlorophenol, Friction: 80-110 as per EN 13036-4 Standards, Shock absorption:

>25% EN- 14808 , Vertical deformation: 1.08mm EN 14809, Ball rebound: 97% as per EN 12235, Specular

gloss: < 30 as per EN 2813, Dimensional stability: ± 0.2% EN ISO 23999, Indentation resistance: <0.5mm EN

1516, Resistance to rolling load: 1500 N as per EN 1569, Colour fastness: 6 ISO 105 B02, Chemical resistance:

no change EN ISO 26987, Abrasion resistance: < 250 mg/1000cycles as per EN ISO 5470-1 Standards and

product is Solvent and heavy metal free.

Area of Usage: Combat Hall, Multipurpose Hall 1 & 2, 4 Court Hall, Cardio Room

Taekwondo Mats 35mm

Thickness: 35mm

Size: 1 Meter x 1 Meter

Hardness: 30-35 degrees shore A

Density:130-140 Kg/ Cubic Mt.

Material: EVA Foam

Water Resistant

Nonslip Surface

Karate mats 35mm

Size: 1 Meter x 1 Meter

Thickness: 35mm

94 Density: 250kg/Cubic Mt. Job 215.00 2485.61

Water Resistant

Non-Slip surface

Material: EVA Foam

75mm Thick Wooden Flooring System:

Supply & Installation of WORLD SQUASH (WSF) and BADMINTON WORLD FEDERATION (BWF), Grade 1 -

International Elite approved Wooden Sports flooring system "AIRFLEX SMASH® W" that should be

compliance with the Area elastic with total thickness of 75 mm comprising of 20mm Top Solid Wood

followed by 45mm solid wood runner and 10mm Power Rubber Pad. Product top finish to have square Edge

& Prefinished with sanding. The wooden flooring should have Eco-friendly manufacturing process with 100%

sustainable and manageable plantation resource with raw material. The product should have been produced

through Kilned and dried technology to maintain suitable moisture content. The top wood should necessarily

be sourced from 100% sustainable resource. Structure of system should be 10mm thick rubber pad, 45mm

thick pine runner with the width of 70mm, followed by the 20mm top flooring. Top wood plank sizes should

be 20mm Thick, 130mm Wide and 1830mm length. Runners to be placed at a distance of 305mm C/C. Entire

95 system should follow norms with the EN 14904(06/2006) and technical parameters for the product should Sq.m. 1539.60 6623.80

have friction of 95 according to EN 13036-4, Shock absorption of 45% according to EN 14808, Vertical

deformation should be 1.8mm according to EN 14809 and Vertical ball rebound should be 99% according to

EN 12235. & European CE Marking.

Federation Approvals:

FIBA (Federation International Basketball Association).

BWF (Badminton World Federation).

WSF (World Squash Federation)

Area of Usage: Squash Court, 4 Court Hall

Glass Back wall

21' x 7' Glass Rear Wall with Door

This wall is 12mm (1/2") Thick Tempered Glass and Complete with all extruded aluminum hardware, power-

96 coated brilliant white, fins, games lines and silicone Set 2.00 467651.26

Door Size to be 3' wide, 4 Panels, Open above the glass rear Wall

A Best Championship, USA Hardware & Indian Tempered Glass

Wall (WSF Certified)

Ahmedabad Municipal Corporation 14 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Hard plaster PART-I : CIVIL WORK

* Hard Plaster - 12mm (1/2") Thick

* Two Layers, Fiberglass reinforced, cement based, and resin modified

97 * One Front Hit Wall - Fine Finish Sq.mt. 200.00 5633.28

* Two Side Hit Wall - Fine Finish

* Red Game Line for Wall Boundary Lines

* One Tell-Tale for the front wall.

Movable Hydraulic Basket Ball Post:

Material of construction: Mild steel square, rectangle, angle & other sheet metal material.

The base of the frame shall consist of 120x60 mm, 60x60mm,40x40 mm square, rectangle tubing connected

with heavy duty CI Pu coated swivel and fixed casters wheel of 150x50 sizes with bearing.

The pivot supports arm columns consisting of 120x60mm, 50x50 mm & 60x60 steel tubes welded together.

The columns are supported on hinges with Dia 40 mm shaft at bearing ends on the base. On the columns is

supported the Overhang beam of l32x132mm tube holding the backboard. The overhang beam shall have an

extension of 3250 mm from the front base pad to the front of the backboard glass.

The unit will come pre-assembled with 600 kg of ballast weight. The overhang Boom rise with high power

hydraulic cylinder with manual cranking, taking only minutes to raise and lower basketball pos.'

Padding: - All over padding including base frame shall be a minimum of 3" thick foam' Standard padding

color shall be Blue.

Goal post frame: - Transparent clear-toughen glass board size 1800 X 1050 X 12 mm. With International

Standard frame steel Powder Coated with built in brackets for mounting with bottom cushion.

Dunking Ring: - Dunking Rim with three Spring Mechanism Die made, Powder coated as Per International

Movable Volley ball post.

Volleyball post comes with dia 76 mm outer pole with red powder coating and Dia 60 mm adjustable upright

with zinc plating.

Height can adjust 2M to 2.5m by manual pin locking system.

99 Nylon wheels are provided for smooth movement and Dead weight box for better Stability. Set 1.00 75962.10

Manual winch is provided for tightening the net.

Entire material goes through pretreatment via sandblasting, Powder coating is done with high quality Jotun

PP powder and finally tests such as scratch test, DP test (confirming coating thickness) and salt spray test are

done to ensure quality check.

Movable Badminton Post:

Badminton Pole Made from dia 42mm round tube powder coated with 70-80kg. of sand dead weight. Roller

wheels to be provided for facilitating easy transport and storage. Post is designed for strength and stability,

to support net and Manual winch is provided for tightening the net. with a large base. Post maintains the

stability with Badminton Net.

4mm Vinyl Flooring:

Supply and Installation of European Origin Heterogeneous Sports Vinyl Flooring having thickness of 4.0mm,

Lab tested product as per European norms. Technical Standards of Product is as per following and product is

Solvent and heavy metal free:

Surface Finish : Tech, Backing: Closed cell foam, Weight: 2.7 kg/m2 as per EN-430 Standards, Wear Layer

density: 1.25 kg/m3, Roll Size: 2 Meter Width x 20 Meter Length ± 1%, Reaction to fire: C-fls1 as per EN

101 13501-1, Dimensional stability (L/C): 0.20%, Light fastness: 6 grade as per EN ISO 105-B02, Adhesion Sq.mt. 1036.70 2999.46

resistance of top layer: 50/50 N/50N, Abrasion Group: 'T' as per MSZ EN 660-1, Residual indentation: 0.2mm

max, Chemical resistance: high resistance as per EN 423, Foot comfort, indentation after loading of 15 s:

0.4mm min, Slip resistance: class DS as per EN

Area of Usage: Table Tennis Room, Digital Game Room, Aerobics, Yoga & Zoomba

10mm Rubber Flooring:

Supply and Installation of High Density Rubber Flooring having thickness of 10.0mm made of 85% black

rubber granules and 15% synthetic EPDM granules. Rich colors, Environmental friendly, non-toxic, Recycled,

non-pollution, Moderate and adjusted hardness, Excellent resilience, wear well, Soft, anti-slip, anti-fatigue,

102 Density (kg/m3):1000- 1200, Hardness (Shore a):68, Stretch (MPA):2.2, Abrasion resistance:0.0075g(ASTM- Sq.mt. 50.00 3499.37

D4060-01), Rebound resistance:55%, Friction coefficient: trends μs:0.995 trends μk:0.930, Shape

deformation:42%, Length (m):10m ±5cm, Width (m):1.0m ±5mm, Thickness: 8mm ±0.3mm

Area of Usage: Gymnasium

103 SYNTHETIC BASKETBALL COURT WITH CHAINLINK FENCING

Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting laying in 90 mtr.

Lead area as instructed

Filling in foundation and plinth with murrum or selected soil in layers of 20cm thickness inclunding warering,ramming

and consolidating etc.complete.

103.3 Carrying out Super Special chemical treatment for anti termite, & anti weed, Grass,Vegetation treatment. Smt 608.00 69.69

Rolling and Consolidating of soling including filling in depression which occurs during the process with power roller

tonne to 12 tonne. and compacting the bed as per specifications

P&L of One Layer of WBM of 75mm thick, aggregate size 63mm well graded down to 40mm with filling up the voids

103.5 with Quarry dust and water as lubricant to be rolled wet to achieve strong and stable base. Brushing the excess material Cmt 45.60 2090.70

Ahmedabad Municipal Corporation 15 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing, laying, spreading and consolidation graded stone aggregate to Wet mixPART-I

compacted thick as

per MORT & H specifications including premixing the material with water at OMC in mechanical plant carriage of mixed

103.6 material by tippers to site, laying in uniform layers in sub base/ base course on well prepared surface and compacting Cmt 45.60 2323.00

with roller to achieve the desired density.

Cleaning and brushing the Existing surface incl. removing of excess binding material and other foreign matter with wire

103.7 brushes and small picks, sweeping with brooms or soft brushes to receive bitumious treatment complete in all respects Smt 608.00 11.62

as per specification

103.8 P&L of hot bitumen tact / Emulsion coat 1 kg/m2 Bitumen grade 80/100 or 70/60. KG 608.00 58.08

P&L of one layer of B.M.(Bitumen Macadam) thickness of 50mm aggregate size 12mm down to 6mm well graded

bitumen content 4.5 to 5% by wt adding special binder in an appropriate proportion and will be rolled and taking care of

the undulations and compacting the surface while the mix is hot and in an appropriate temperature maintaining the

required slope.

103.10 P&L of hot bitumen tact coat /emulsion coat 0.5 kg/m2 Bitumen grade 80/100 or 70/60. KG 608.00 58.08

P&L of one layer of AC. aggregate size 6mm down well graded to 2mm average thickness 20mm. Bitumen content 6% by

103.11 wt of the mix with stone dust and adding special binder in an appropriate proportion and will be rolled by 8to 10 tons of M.T 29.18 6388.25

roller taking care of the undulations and wheel marks.

103.12 Providing and laying one layer of Seal coat Smt 608.00 116.15

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 hand broken stone aggregates 20 mm. nominal

size) and curing complete including cost of form work in foundation and plinth.

Providing and laying Cement concrete work 1:2:4 ( 1 Cement :2 Coarse sand : 4 graded stone aggregates 20 mm nominal

size ) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete works in ( A )

foundation , footing , base of column Horizontal and vertical fins and mass concrete.

Providing and Laying Chain link Fencing of Vertical M.S Pipe 50 x 50 mm and 3mts Height and at 3 mts interval erected

in cement concrete foundation 300 x 300 x 450mm with Chain Link Fence made of 10 gauge galvanized wire and size

103.15 will be 2”x 2”. with Horizontal tie of M.S. Pipe of 50 x 50 mm at top, Centre and bottom for the fencing throughout the Smt 306.00 1393.80

periphery. including one open able gate 3’ ft wide and 7ft in ht.incl.of two coats of oil paint on M.S Structure only.

P&L Synthetic Surface- ITF Approved -8 layer full cushion Synthetic surface which consists of 1 layer of Acrylic resurfacer

103.16 5 layers of rubber cushion ,and 2 layers of color with line marking according to the international standards Smt 608.00 1451.88

Providing and fixing 1 Pair of Basketball Pole made of MS Pipe 150mm x 150mm according to international

standard. Fiber glass backboard - 20 mm thick transparent acrylic 184 x 106 Cms with International standard

die made frame with Dunking Ring including of cement concrete foundation 0.900x 0.900x 0.900 mm

103.18 Open Saucer Drain of brick masonary and plaster -size 300 x 300 mm with steel grating on top Rmt 70.00 1393.80

104 SYNTHETIC VOLLEYBALL COURT CHAINLINK FENCING

Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting laying in 90 mtr.

Lead area as instructed

Filling in foundation and plinth with murrum or selected soil in layers of 20cm thickness inclunding warering,ramming

and consolidating etc.complete.

104.3 Carrying out Super Special chemical treatment for anti termite, & anti weed, Grass,Vegetation treatment. Smt 608.00 69.69

Rolling and Consolidating of soling including filling in depression which occurs during the process with power roller

tonne to 12 tonne. and compacting the bed as per specifications

P&L of One Layer of WBM of 75mm thick, aggregate size 63mm well graded down to 40mm with filling up the voids

104.5 with Quarry dust and water as lubricant to be rolled wet to achieve strong and stable base. Brushing the excess material Cmt 45.60 2090.70

Providing, laying, spreading and consolidation graded stone aggregate to Wet mix macadam 75mm compacted thick as

per MORT & H specifications including premixing the material with water at OMC in mechanical plant carriage of mixed

104.6 material by tippers to site, laying in uniform layers in sub base/ base course on well prepared surface and compacting Cmt 45.60 2323.00

with roller to achieve the desired density.

Cleaning and brushing the Existing surface incl. removing of excess binding material and other foreign matter with wire

104.7 brushes and small picks, sweeping with brooms or soft brushes to receive bitumious treatment complete in all respects Smt 608.00 11.62

as per specification

104.8 P&L of hot bitumen tact / Emulsion coat 1 kg/m2 Bitumen grade 80/100 or 70/60. KG 608.00 52.27

P&L of one layer of B.M.(Bitumen Macadam) thickness of 50mm aggregate size 12mm down to 6mm well graded

bitumen content 4.5 to 5% by wt adding special binder in an appropriate proportion and will be rolled and taking care of

the undulations and compacting the surface while the mix is hot and in an appropriate temperature maintaining the

required slope.

104.10 P&L of hot bitumen tact coat /emulsion coat 0.5 kg/m2 Bitumen grade 80/100 or 70/60. KG 608.00 52.27

P&L of one layer of AC. aggregate size 6mm down well graded to 2mm average thickness 20mm. Bitumen content 6% by

104.11 wt of the mix with stone dust and adding special binder in an appropriate proportion and will be rolled by 8to 10 tons of M.T 29.18 4181.40

roller taking care of the undulations and wheel marks.

104.12 Providing and laying one layer of Seal coat Smt 608.00 116.15

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 hand broken stone aggregates 20 mm. nominal

size) and curing complete including cost of form work in foundation and plinth.

Providing and laying Cement concrete work 1:2:4 ( 1 Cement :2 Coarse sand : 4 graded stone aggregates 20 mm nominal

size ) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete works in ( A )

foundation , footing , base of column Horizontal and vertical fins and mass concrete.

Providing and Laying Chain link Fencing of Vertical M.S Pipe 50 x 50 mm and 3mts Height and at 3 mts interval erected

in cement concrete foundation 300 x 300 x 450mm with Chain Link Fence made of 10 gauge galvanized wire and size

104.15 will be 2”x 2”. with Horizontal tie of M.S. Pipe of 50 x 50 mm at top, Centre and bottom for the fencing throughout the Smt 306.00 1393.80

periphery. including one open able gate 3’ ft wide and 7ft in ht.incl.of two coats of oil paint on M.S Structure only.

P&L Synthetic Surface- ITF Approved -8 layer full cushion Synthetic surface which consists of 1 layer of Acrylic resurfacer

104.16 5 layers of rubber cushion ,and 2 layers of color with line marking according to the international standards Smt 608.00 1451.88

104.17 Providing and fixing Net poles and net with Ground fixing sleeves Pair 1.00 46460.00

104.18 Open Saucer Drain of brick masonary and plaster -size 300 x 300 mm with steel grating on top Rmt 70.00 1393.80

105 SYNTHETIC VOLLEYBALL COURT WITH CHAINLINK FENCING

Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting laying in 90 mtr.

Lead area as instructed

Filling in foundation and plinth with murrum or selected soil in layers of 20cm thickness inclunding warering,ramming

and consolidating eyc.complete.

Ahmedabad Municipal Corporation 16 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

105.3 PART-I : CIVIL

Carrying out Super Special chemical treatment for anti termite, & anti weed, Grass,Vegetation WORK

treatment. Smt 1339.56 69.69

Rolling and Consolidating of soling including filling in depression which occurs during the process with power roller

tonne to 12 tonne. and compacting the bed as per specifications

P&L of One Layer of WBM of 75mm thick, aggregate size 63mm well graded down to 40mm with filling up the voids

105.5 with Quarry dust and water as lubricant to be rolled wet to achieve strong and stable base. Brushing the excess material Cmt 100.47 2090.70

Providing, laying, spreading and consolidation graded stone aggregate to Wet mix macadam 75mm compacted thick as

per MORT & H specifications including premixing the material with water at OMC in mechanical plant carriage of mixed

105.6 material by tippers to site, laying in uniform layers in sub base/ base course on well prepared surface and compacting Cmt 100.47 2323.00

with roller to achieve the desired density.

Cleaning and brushing the Existing surface incl. removing of excess binding material and other foreign matter with wire

105.7 brushes and small picks, sweeping with brooms or soft brushes to receive bitumious treatment complete in all respects Smt 1339.56 11.62

as per specification

105.8 P&L of hot bitumen tact coat/emulsion coat 1 kg/m2 Bitumen grade 80/100 or 70/60. KG 1339.56 58.08

P&L of one layer of B.M.(Bitumen Macadam) thickness of 50mm aggregate size 20mm down to 10mm well graded

bitumen content 4.5 to 5% by wt adding special binder in an appropriate proportion and will be rolled and taking care of

the undulations and compacting the surface while the mix is hot and in an appropriate temperature maintaining the

required slope.

105.10 P&L of hot bitumen tact coat/emulsion coat 0.5 kg/m2 Bitumen grade 80/100 or 70/60. KG 669.78 58.08

P&L of one layer of AC. aggregate size 6mm down well graded to 2mm average thickness 20mm. Bitumen content 6% by

105.11 wt of the mix with stone dust and adding special binder in an appropriate proportion and will be rolled by 8to 10 tons of M.T 64.30 6388.25

roller taking care of the undulations and wheel marks.

105.12 Providing and laying one layer of Seal coat Smt 1339.56 116.15

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 hand broken stone aggregates 20 mm. nominal

size) and curing complete including cost of form work in foundation and plinth.

Providing and laying Cement concrete work 1:2:4 ( 1 Cement :2 Coarse sand : 4 graded stone aggregates 20 mm nominal

size ) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete works in ( A )

foundation , footing , base of column Horizontal and vertical fins and mass concrete.

Providing and Laying Chain link Fencing of Vertical M.S Pipe 50 x 50 mm and 3mts Height and at 3 mts interval erected

in cement concrete foundation 300 x 300 x 450mm with Chain Link Fence made of 10 gauge galvanized wire and size

105.15 will be 2”x 2”. with Horizontal tie of M.S. Pipe of 50 x 50 mm at top, Centre and bottom for the fencing throughout the Smt 658.80 1393.80

periphery. including one open able gate 3’ ft wide and 7ft in ht.incl.of two coats of oil paint on M.S Structure only.

P&L Synthetic Surface- ITF Approved -8 layer full cushion Synthetic surface which consists of 1 layer of Acrylic resurfacer

105.16 5 layers of rubber cushion ,and 2 layers of color with line marking according to the international standards Smt 1339.56 1451.88

Providing and Fixing One pair of Jackets and net poles as per the standards with one premium Quality of net

105.18 Open Saucer Drain of brick masonary and plaster -size 300 x 300 mm with steel grating on top Rmt 150.00 1393.80

106 SYNTHETIC PICKLEBALL COURT WITH CHAINLINK FENCING

Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth including lifting laying in 90 mtr.

Lead area as instructed

Filling in foundation and plinth with murrum or selected soil in layers of 20cm thickness inclunding warering,ramming

and consolidating etc.complete.

106.3 Carrying out Super Special chemical treatment for anti termite, & anti weed, Grass,Vegetation treatment. Smt 1824.00 69.69

Rolling and Consolidating of soling including filling in depression which occurs during the process with power roller

tonne to 12 tonne. and compacting the bed as per specifications

P&L of One Layer of WBM of 75mm thick, aggregate size 63mm well graded down to 40mm with filling up the voids

106.5 with Quarry dust and water as lubricant to be rolled wet to achieve strong and stable base. Brushing the excess material Cmt 136.80 2090.70

Providing, laying, spreading and consolidation graded stone aggregate to Wet mix macadam 75mm compacted thick as

per MORT & H specifications including premixing the material with water at OMC in mechanical plant carriage of mixed

106.6 material by tippers to site, laying in uniform layers in sub base/ base course on well prepared surface and compacting Cmt 136.80 2323.00

with roller to achieve the desired density.

Cleaning and brushing the Existing surface incl. removing of excess binding material and other foreign matter with wire

106.7 brushes and small picks, sweeping with brooms or soft brushes to receive bitumious treatment complete in all respects Smt 1824.00 11.62

as per specification

106.8 P&L of hot bitumen tact / Emulsion coat 1 kg/m2 Bitumen grade 80/100 or 70/60. KG 1824.00 52.27

P&L of one layer of B.M.(Bitumen Macadam) thickness of 50mm aggregate size 12mm down to 6mm well graded

bitumen content 4.5 to 5% by wt adding special binder in an appropriate proportion and will be rolled and taking care of

the undulations and compacting the surface while the mix is hot and in an appropriate temperature maintaining the

required slope.

106.10 P&L of hot bitumen tact coat /emulsion coat 0.5 kg/m2 Bitumen grade 80/100 or 70/60. KG 1824.00 52.27

P&L of one layer of AC. aggregate size 6mm down well graded to 2mm average thickness 20mm. Bitumen content 6% by

106.11 wt of the mix with stone dust and adding special binder in an appropriate proportion and will be rolled by 8to 10 tons of M.T 87.55 4181.40

roller taking care of the undulations and wheel marks.

106.12 Providing and laying one layer of Seal coat Smt 1824.00 116.15

Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 hand broken stone aggregates 20 mm. nominal

size) and curing complete including cost of form work in foundation and plinth.

Providing and laying Cement concrete work 1:2:4 ( 1 Cement :2 Coarse sand : 4 graded stone aggregates 20 mm nominal

size ) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete works in ( A )

foundation , footing , base of column Horizontal and vertical fins and mass concrete.

Providing and Laying Chain link Fencing of Vertical M.S Pipe 50 x 50 mm and 3mts Height and at 3 mts interval erected

in cement concrete foundation 300 x 300 x 450 mm , with Chain Link Fence made of 10 gauge galvanized wire and size

106.15 will be 2”x 2”. with Horizontal tie of M.S. Pipe of 50 x 50 mm at top, Centre and bottom for the fencing throughout the Smt 660.00 1393.80

periphery. including one open able gate 3’ ft wide and 7ft in ht.incl.of two coats of oil paint on M.S Structure only.

P&L Synthetic Surface- ITF Approved -8 layer full cushion Synthetic surface which consists of 1 layer of Acrylic resurfacer

106.16 5 layers of rubber cushion ,and 2 layers of color with line marking according to the international standards Smt 1824.00 1451.88

106.17 Providing and fixing Net poles and net with Ground fixing sleeves Pair 8.00 29037.50

106.18 Open Saucer Drain of brick masonary and plaster -size 300 x 300 mm with steel grating on top Rmt 80.00 1393.80

TOTAL FOR FLOORING WORK -

Ahmedabad Municipal Corporation 17 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

DOOR : CIVIL WORK

Providing and fixing of approved make 120-minute fire-rated hollow metal doors, tested and certified in

accordance with IS 3614 Part-2:2021 or BS 476 Part 20 & 22, at NABL and CBRI approved laboratories. The

fire test certificate must be from post-2021 and based on the latest revision of IS 3614:2021, ensuring

compliance for stability, integrity, and 30 minutes of insulation. Doors shall be constructed using galvanized

steel sheets, with design and fire test performance consistent with previously certified specimens, including

a vision lite with minimum fire rating of 2 hours and insulation rating of 30 minutes. The door shall be

finished with powder coating of approx. 60 microns in the desired RAL color. Manufacturer must be ISO

9001:2015 certified. The door frame shall be of single rebate profile, having a minimum size of 120 mm ×

mm, manufactured from minimum 1.6 mm thick galvanized steel sheet (Acodor make or approved

equivalent). The frame shall incorporate an integrated groove gasket system (Aco120 or equivalent), suitable

for accommodating a 15 mm × 2 mm smoke seal, with a stepped provision on the frame to ensure proper

fixing and effective sealing. The frame shall be mitered, field-assembled with self-tabs, and factory prepared

for mortising, drilling, and tapping to receive hardware. The door leaf shall be fully flush, double-skin, with

107 minimum 46mm thickness, constructed from 1.2mm thick galvanized steel sheet, internally reinforced to Sq.m. 102.96 12741.66

receive appropriate hardware. The infill material shall be honeycomb craft paper, and the door shall have a

200mm x 300mm fire-rated vision panel, tested and certified for 2 hours fire rating with 30 minutes

insulation, fixed using a ‘Z’ clip system. Leaf edges shall be interlocked. Double-leaf doors, the design shall be

a meeting stile with no astragal overlapping, ensuring a clean finish and compliance with fire rating norms

without the use of surface-mounted astragals. Fire performance must be achieved through an integrated

design as per the tested specimen. Hardware Specification (Fire Rated): > SS Ball Bearing Butt Hinges –

100mm x 75mm x 3mm (4 Nos. per shutter) > Door Closer – Standard arm, silver finish (1 No. per shutter) >

Panic Exit Device – For single-leaf door > External Trim – > Vision Panel Glass – 200 X 300mm , 2-hour fire-

rated, 6mm thick > Groove Gasket – On 3 sides of the frame with fire smoke seal of 15 X 2 mm All

components shall be factory-prepared and installed as per the manufacturer’s certified system design and

fire test documentation, ensuring full compliance with applicable fire safety codes and performance

The glazed HMPS (Hollow Metal Pressed Steel) door shall be of an approved or equivalent make and

manufactured by an ISO 9001-2015 certified company. Both the door and frame shall be finished with

powder coating in the desired RAL shade, with a uniform film thickness of approximately 60 microns.

The door frame shall be a single rebate profile with a minimum size of 100mm x 57mm, fabricated from a

minimum of 1.2mm thick galvanized steel sheet. The frame shall conform to the Aco100 profile, featuring

mitered joints that are field-assembled with self-tabs for enhanced strength. The frame shall be pre-finished

with powder coating in the required RAL shade and equipped with provisions and necessary reinforcements

for receiving hardware such as locks and hinges. All provisions shall be mortised, drilled, and tapped to

ensure precise installation of hardware.The door leaf shall be a fully flush, double-skin structure with a

minimum thickness of 46mm, manufactured from 0.8mm thick galvanized steel sheet. It shall feature a rigid

internal construction with honeycomb craft paper as the infill material for structural stability and sound

108 insulation. The door shall feature a full glass vision panel designed with a top rail of 150mm and a bottom rail Sq.m. 182.16 13055.26

of 200mm. The vision panel shall be fixed using a high-quality beading system for ease of installation and

maintenance. The glass shall be 10mm thick toughened safety glass, secured in place with heavy-duty

beading and gaskets. The beading shall be designed for a flush finish, ensuring an airtight and watertight seal

while enhancing the door's overall aesthetic and functionality. The vision panel design shall comply with

safety and durability standards while providing maximum visibility.Hardware Specifications:SS Ball Bearing

Butt Hinges: 100mm x 75mm x 3mm (4 nos. per shutter), make: Acodor / Dorma / Kich. Door Closer with

Standard Arm: One per shutter in silver finish, make: Acodor / Dorma / Kich.Deadlock with Cylinder (70mm):

Fire-rated, make: Acodor / Kich / Dorma. D-Type Pull Handle (300mm): SS 304, fire-rated, make: Acodor /

Kich / Dorma. Flush Type Tower Bolt (for double doors): Make: Acodor / Kich / Dorma. make : Acodor / Kich /

Dorma Acodor / Kira / Ganesh / IGI / Metalex / Godrej

The HMPS (Hollow Metal Pressed Steel) shall be of an approved or equivalent make, manufactured by an

ISO 9001-2015 certified company. Both the door and frame shall be finished with powder coating in the

desired RAL shade, with a uniform film thickness of approximately 60 microns for superior durability and

The door frame shall be a single rebate profile with a minimum size of 100mm x 57mm, fabricated from

1.2mm thick galvanized steel sheet. The Aco100 profile frame shall be mitered and field-assembled using self-

tabs for enhanced strength and ease of installation. The frame shall be pre-finished with powder coating and

include provisions and reinforcements for receiving hardware such as locks and hinges. All provisions shall be

mortised, drilled, and tapped to ensure precise hardware installation.

The door leaf shall be a fully flush, double-skin structure with a minimum thickness of 46mm, fabricated from

0.8mm thick galvanized steel sheet. The door's internal construction shall include rigid reinforcement pads

for mounting hardware, and the infill material shall be honeycomb craft paper for strength and sound

insulation. The edges of the door leaf shall be interlocked with a bending radius of 1.4mm for added

To accommodate ventilation, the door shall feature GI louvers at the bottom, designed for airflow while

maintaining privacy. The louvers shall be factory-installed, constructed from galvanized steel, and finished

with powder coating in the same RAL shade as the door. Additionally, a 300mm high kick plate shall be

provided at the bottom of the door on both sides for enhanced protection against wear and tear. The kick

plate shall be made of stainless steel or durable material and securely fixed. make : Acodor / Kich / Dorma

Acodor / Kira / Ganesh / IGI / Metalex / Godrej

Ahmedabad Municipal Corporation 18 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

The HMPS (Hollow Metal Pressed Steel) without vision glass shall be of an PART-I : CIVIL

approved orWORK

equivalent make,

manufactured by an ISO 9001-2015 certified company. Both the door and frame shall be finished with

powder coating in the desired RAL shade, with a uniform film thickness of approximately 60 microns for

superior durability and appearance.

The door frame shall be a single rebate profile with a minimum size of 100mm x 57mm, fabricated from

1.2mm thick galvanized steel sheet. The Aco100 profile frame shall be mitered and field-assembled using self-

tabs for enhanced strength and ease of installation. The frame shall be pre-finished with powder coating and

include provisions and reinforcements for receiving hardware such as locks and hinges. All provisions shall be

mortised, drilled, and tapped to ensure precise hardware installation.

The door leaf shall be a fully flush, double-skin structure with a minimum thickness of 46mm, fabricated from

0.8mm thick galvanized steel sheet. The door's internal construction shall include rigid reinforcement pads

for mounting hardware, and the infill material shall be honeycomb craft paper for strength and sound

insulation. The edges of the door leaf shall be interlocked with a bending radius of 1.4mm for added

durability. Acodor / Kich / Dorma Acodor / Kira / Ganesh / IGI / Metalex / Godrej

The HMPS (Hollow Metal Pressed Steel) with vision glass shall be of an approved or equivalent make,

manufactured by an ISO 9001-2015 certified company. Both the door and frame shall be finished with

powder coating in the desired RAL shade, with a uniform film thickness of approximately 60 microns for

superior durability and appearance.

The door frame shall be a single rebate profile with a minimum size of 100mm x 57mm, fabricated from

1.2mm thick galvanized steel sheet. The Aco100 profile frame shall be mitered and field-assembled using self-

tabs for enhanced strength and ease of installation. The frame shall be pre-finished with powder coating and

include provisions and reinforcements for receiving hardware such as locks and hinges. All provisions shall be

mortised, drilled, and tapped to ensure precise hardware installation.

The door leaf shall be a fully flush, double-skin structure with a minimum thickness of 46mm, fabricated from

0.8mm thick galvanized steel sheet. The door's internal construction shall include rigid reinforcement pads

for mounting hardware, and the infill material shall be honeycomb craft paper for strength and sound

insulation. The edges of the door leaf shall be interlocked with a bending radius of 1.4mm for added

durability. Acodor / Kich / Dorma Acodor / Kira / Ganesh / IGI / Metalex / Godrej

Providing and fixing of approved make Trap door with galvanised steel. Doors should be finished in Powder

Coating with film thickness of 60 microns approx. in desired RAL Shades. The manufacturer company must be

ISO 9001-2015 certified trap door and must be made from galvanised steel sheet. door must be concealed

type of hinges and appropriate provision for hanging from celling. appropriate locking must be provided.

acodor Frame size 82 X 57 mm from 1.5 mm Galavanised sheet and door must made from minimum 1 mm

112 glavanised steel. Sq.m. 171.88 5623.98

Hinge: Concealed Type

Lock : alnkey type lock

Finish: Powder coated color finish as per RAL color

Standard color: RAL

Providing and fixing of approved make Single skin Shaft door with galvanised steel. Doors should be finished

in Powder Coating with film thickness of 60 microns approx. in desired RAL Shades. The manufacturer

company must be ISO 9001-2015 certified trap door and must be made from galvanised steel sheet. door

must be concealed type of hinges and appropriate provision for all four side wilded door frame. with

appropriate shaft door locking must be provided.Frame size 50 X 30 mm from 1.2 mm Galavanised sheet

113 and door must made from minimum 1 mm glavanised steel with or without vission panel with necessory Sq.m. 316.80 5623.98

Hinge: Concealed Type

Lock : alnkey type lock

Finish: Powder coated color finish as per RAL color

Standard color: RAL

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of

block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of

114 shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Brass tower Sq.m. 125.00 3844.57

bolts (barrel type) - 250x10 mm, Brass door latch - 300x16x5 mm, Brass 100 mm mortice latch and lock With

all respect to Architectural Drawing with necessary screws and Assocaries

Ahmedabad Municipal Corporation 19 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Window & Vent Farming Work PART-I : CIVIL WORK

Providing and fixing of 60 Micron Anodised Aluminium (Matt finish) frame work (Horizontal and verticals

Styles and rails) for Doors shutters / window shutters with required sections of JINDAL / HINDALCO make or

equivalent including all items and hinged / pivoted arrangements for operation of shutters and labour cost

for fixing of door fittings and locks including all items and contingencies described above complete

(Aluminium beadings and glazing clips & section measured under this item only) NOTE : All fitting works shall

be carried out as per I.S. specifications including necessary rivets screws lugs scaffolding etc. complete all

generally as per drawings. The sizes of the components should confirm as per details in drawings. Providing

and fixing at all heights / in all floors with all leads Colour Anodised Aluminium doors / windows / partitions

manufactured from best extruded Aluminium sections confirming to ISI cut to length joints mitred and

corners grinded with joints water proof the outer frame and shutter frame stiffened with corner angle and

strips provided for in the frame for fixing the frame to R.C.C Columns / masonry on sides R.C.C lintels on top

and P.C.C cills or floor at bottom the frame work fixed with standard approved fastenings all generally as per

115 details shown in drawings nd specification with all the sections pretreated for removal of any rust & scales Kg. 5398.54 362.34

and prevention of further rust/scale formation and coated with greasy materials for non-adherence of

mortar or any other sticky materials and this coat to be removed after installations.Rate shall be inclusive of

providing aluminium sections, bending (except circular window), cutting, fabrication, errection and fixing to

the best workmanship manner with all type of wastage, including 1) Sheet metal screws, wool pile and

aluminium angle corner cleat of required thickness and of full width, etc. for assembling the frame and

shutter; 2) Glazing clips for receiving infill panel for Double Glazed Unit (DGU), any type of Glass, Compact

Sheet, Louvers; 3) Best quality wool pile where ever shutter touches the frame; 4) Anchor fasteners of Hilty/

Mungo/ Fischer for fixing the frame assembly to the RCC or masonry surfaces. Minimum 1 anchor fastener

shall be used for every 750mm length of section for stability of frame.

Providing, fixing, Commissioning and Transport of 10mm Toughend (Tempered Glass) Glass in window

116 alluminium frame shutter up to all floor as per instruction of engineer in charge Sq.m. 830.54 1102.45

Providing and fixing Clear Float Glass as per approved make of any size, any shape and specified thickness in

frame and shutter work with necessary cutting of glass as per drawing & specifications including providing

and fixing EPDM quality rubber/ silicon sealant/ structural sealant of make Wacker / Dowcorning / GE /

Soudal / Bostik or equivalent as per approved make of 3M tape on the periphery of the glass as per the

required thickness etc. complete at all floors/ any levels/ any heights as per the directions of Architect. Actual

installed quantity shall be measured and paid. Rate shall be inclusive of all type of wastage.SHGC= 0.39, U

value= 0.61BTU/hr.sqft. Deg F or 3.46 W/sqm K.(a) 6 mm clear thick (work for all floors)

Extra Charges for frosted glass /Texture Glass (as per drawing / instruction by Architect/ EIC) Neoprene

Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge designation 85 G. with wire of dia.0.56

119 mm to windows and celevating windows including 60 x 20mm beading of teak wood. for all Floor, height sq.m 5398.54 669.94

level and any lead and any lift.

Providing and fixing Compact Sheet of any size, any shape, any color as per approved make (approved by

architect) and specified thickness in aluminium frame and shutter work with necessary cutting of sheet,

single side, double side coloured as per drawing & specifications including providing and fixing EPDM quality

rubber/ silicon sealant/ 3M tape/ screwing on the periphery of the sheet as per the required thickness etc.

complete at all floors/ any levels/ any heights as per the drawing & directed by EIC / Architect. Cut edges of

the compact sheet shall be provided with masking tape. Actual installed quantity shall be measured and paid.

Rate shall be inclusive of all type of wastage.(a) 6 mm thick (Plain) (work for all floors)

TOTAL FOR DOOR & WINDOW WORK -

Ahmedabad Municipal Corporation 20 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Exterior Texture finish using standard brand acrylic texture material approved by architect including cost of

emulsion paint in approved shade ( two coats ) laid on 2 mm. th. texture material of approved brand,

pattern, quality and manufacturer by architect incl. priming coat ( One coats) of white cement to give an

even shade after thoroughly brushing the surface to remover all dirt and dust and remains of loose

powdered materials etc. compete & as per detail & directed by consultant & Engineer in-charge.

Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly brushing the surface foreign

matter and sand papered smooth.(work for all floors)

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated

123 wall surface to give an even shade including throughly brushing the surface free from mortar droppings and Sq.m. 33529.00 79.22

other foreign matter and sand papered smooth. (work for all floors)

Painting three coats paint (1 coat of primer and 2 coats of enamel paint)and priming coat on new steel and

other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface

an even shade including cleaning the surface of all dirt, dust and other foraging matter.(work for all floors)

TOTAL FOR PAINT WORK -

Ahmedabad Municipal Corporation 21 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

STRUCTURAL STEEL

Providing and fixing M.S. grills of required pattern with M.S. flats and frame alround, square or round bars at

required spacings with round headed bolts and nuts or by screws (A) Plain Grill.

Providing, fabricating, assembling, hoisting/ erecting and fixing in position at any heights/ any levels/ all

floors/ all shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections, Tubular

Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheet, Flats, Bright Bars, Angles, MS Sheet,

Girder, Beam. threaded J bolts, insert plate, support plate etc as per drawing. all confirming to latest relevant

IS codes for the work of steel structures like staircases, railings, handrail, jali, gates, grills, bracings, platforms,

brackets, monkey ladder, cattle trap, grill door, pipe rack, rungs, false ceiling frame work, framing for facade,

126 Roof canopy, fencing posts, M.S. Screen & fencing jali frame work etc. including straightening, cutting, Kg 122323.86 84.13

bending, bolting and welding the members all as per structural drawings and as per detailed specifications

(for materials & workmanship) including necessary scaffolding/ staging etc. complete in the situations

described hereinafter and comprising of : i) Profile Cutting of components to required length/ width and

shape/profile; ii) Smooth grinding/ machining of edges/ faces/ all welding joints; iii) Necessary welding

(electric arc welding) for required weld lengths and sizes.

Supplying and fixing stainless steel hand Railing of Grade 304 (16 gauge thick sections) with glossy finish

consisting of 32 NB or nearest size vertical posts 900 Heigh at maximum spacing @ 1000 mm c/c with

suitable cups at bottom and top rail of 50 NB or nearest size & intermediate rails 3 nos of 16 NB or nearest

127 size etc complete at all levels including bending to required profile. Tungsten insert gas welding & all Rmt 398.00 3253.46

required accessories, grinding & labour etc complete as per design fixing with base slab/concrete or side

wall/RCC by suitable fastenre and plates as per Drawing and instruction of Engineer-in-Charge. .(work for all

Fabricating, supplying and fixing in position S S daso wall mounted railing for Ramp, staircase and balcony

with brush finish and 304 grade as per indian standard and detailed drawing including grinding, cleaning and

welded spots with S S finish. (Only length will be paid for payment) 50 mm NB 16 gaugehandrail mounted on

128 wall top rail and 32 mm NB 16 gauge wall brackets support on wall @ 1M C/C, 50mm dia x 6mm thk plate, Rmt 36.00 1858.50

anchor fastner, machine srew, errecting and position grouting to be fixed / installed etc complete as per

detailed drawing etc comp. (work for all floors)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire

of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as

per the direction of Engineer-in-charge.

TOTAL FOR STRUCTURAL STEEL WORK -

Ahmedabad Municipal Corporation 22 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

STRUCTURAL WORK

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural

drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS

1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour

130 and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, Kg 7326.00 457.62

screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this

account). The weight of aluminium extruded section shall be taken for purpose of payment.

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of

structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12-6 mm

insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of

an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating

on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer

tube 12 mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all

complete for the required performances, as per the Architectural drawings, as per the approved shop

drawings, as specified and as directed by the Engineerin- Charge. The IGUs shall be assembled in the factory/

132 workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of Sq.mt. 488.40 3066.60

DSR item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.

(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Airgap +

6 mm Heat Strengthened clear Glass of approved make having properties as Visual Light Transmission of 47%

or more, Light reflection internal of 11% or less, light reflection external of 17% or less, SHGC value of 0.38 or

less and U-Value of 1.9 W/Sqm.K or lesser as per EN Standards).

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all

accessories and hardwares for the openable panels as specified and of the approved make such as heavy

duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles,

buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per

the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-

TOTAL FOR STRUCTURE GLAZING WORK -

Ahmedabad Municipal Corporation 23 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

False Ceiling : Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular

edge & 15 mm Thick Densified edges on the Tile Periphery for Extra Strength The Light weight calcium silicate

ceiling tiles shall have , light reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity

resistance and also having thermal conductivity0.043° w/m KC.for the best thermal Insulation . The Light

weight calcium Silicate tile shall be of approved texture Fine fissured/ Spintone/Cosmos / Plain with water

based paint having NRC value of 0.5 & Globe having NRC value of 0.75 NRC or equivalent of size 595 X

mm to be laid on true horizontal level suspended inter locking metal grid of hot dipped galvanized steel

sections (galvanizing @120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced

at joints to get required length and size of 24X38mm made from 0.30 mm thick (minimum) sheet, 1200mm

centre to centre, and cross ‘T’ of size 24X28mm made out of 0.33mm (Minimum) sheet spaced 1200mm

along spaced between main ‘T’ at 600mm centre to centre to form agrid of 1200X600mm and secondary

cross ’T’ of length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be interlocked at

middle of the 1200X600mm panel to form grid of size 600X600mm resting on periphery walls/partitions on a

134 perimeter wall angle pre-coated steel of size (24X24X3000mm made of 0.40mm thick (minimum) sheet with Sq.m. 401.50 1648.96

the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and

laying 15mm thick Densified edges light weight calcium silicate ceiling tiles of approved texture (Fine

Fissured/Cosmos/Spintone / Plain) in the grid including, cutting /making opening for services like diffusers,

grills, light fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’ runners to be suspended from

ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash

fasteners, 4mm G.I. adjustable rods with galvanized steel level clips of size 85X30X0.8mm, spaced at

1200mm centre to centre long main ‘T’ bottom exposed with 24mm of all T-sections shall be pre-painted

with polyester baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-

charge.Note:- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall

be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The calcium silicate ceiling

tiles shall have NRC. Value of 0.50 (Minimum) for Fine fissured/Spintone/Cosmos and 0.75 NRC for Globe,

light reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also having

thermal conductivity. 0.043° w/m KC.for the best thermal Insulation. (work for all floors)

Providing and fixing single layer waterproof gypusm board 12.5 mm thick of the make Newgood Group Co.

Ltd. or equivalent & Newgood Group Co. Ltd. company sections using water proof board o fsize 1220 mm x

1830 mm x 8.0 mm suspended by G.I suapender of size 25 mm x 3 mm with intermediate channel of size

mm x 40 mm x 0.80 mm at 1220 mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at

135 457 mm center to center and perimetre chanell of size 20 mm x 27 mm x 30 mm x 0.50 mm at edges & drops Sq.m. 4680.50 606.95

including paper tap sand sofit cleat, anchor fastener, scoch bolt connecting cleat joining compound top coat

on ceiling including making necessary opening for light fitting, diffuser etc. complete as per detail drawing as

directed.(work for all floors)

Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System with Sierra Microlook 90 Edge Tiles

with Silhouette 15 mm Exposed Grid. The tiles should have Humidity Resistance (RH) of 95%, NRC 0.7, Light

Reflectance ≥85%, Thermal Conductivity k = 0.037 w/m K, Colour White, Fire Performance Euroclass A2-S1,

d0 in module size of 600 x 600 x 13mm with laminated scrim on the face of the tile, suitable for Green

Building application, with Recycled content of 60%. The tile shall be laid on Silhouette profile grid system

with 15mm white flanges incorporating a 6mm central reveal in white/black colour and with a web height of

38mm and a load carrying capacity of minimum 7.90 Kgs/M2 (as per standard installation layout mentioned

below) & pull out strength of 100Kgs. Silhouette, Main Runners & Cross Tees to have mitred ends &

“birdsmouth” notches to provide mitred cruciform junctions. The T Sections have a Galvanizing of 90 grams

per M2 and need to be installed with Suspension system of Armstrong or equivalent.The Tile & Grid system

used together should carry a 10 year warrantyINSTALLATION: To comprise main runner spaced at 1200mm

securely fixed to the structural soffit using Armstrong or equivalent suspension system (specifications below)

136 at 1200mm maximum. The First/Last suspension system at the end of each main runner should not be Sq.m. 1211.10 1930.11

greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between

main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require

independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees

centrally between the 1200 mm cross tees.Perimeter trim to be wall angles of size 3000x19x19mm, secured

to walls at 450 mm maximum. Installation to be carried out by Trained Installation team & Installation should

be carried out as per recommended procedure.SUSPENSION SYSTEM accessories manufactured and supplied

by armWorld Industries consisting of M6 Anchor Fasteners with hanger hole, pre Straightened Hanger wire

of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum pull strength of

110 kgs.Make: Armstrong or its equivalent as approved by architect.

Providing and Fixing 100mm open cell ceiling with cell size of 100x100mm made out Aluminium. The

assembled cell ceiling pan-els shall be in size of 600x1200 made out of blades in 9mm (W) x 40mm (H). The

assembled cell ceiling panels are then clipped into U-94 carriers in GMS, coated in black enameled finished at

1200mm c.c. Wire clips shall hold the cell ceiling panels into the U-94 carriers. Once the U-94 carriers are

137 installed then primary angles made out of GMS, type U1040 are cross connected to the U-94 carriers at Sq.m. 675.00 3184.53

1200mm c.c. for lateral bracing The whole ceiling shall be suspended by M6 threaded rods installed 1200mm

c.c. All panel modules must be hinge able through wire clips. Make: Durlum or its equivalent as approved by

Ahmedabad Municipal Corporation 24 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and Fixing Woodworks Linear of nominal width 100mm, havingPART-I 80mm :wide

reveal, of 15mm thickness and length 2400 mm, made of Moisture resistant fibre board of minimum

Kg/M3 density substrate with a laminated facing as per the approved shade & finish and a melamine

balancing layer on the reverse side. The board will have 0.7mm PVC edge banding along the length side of

the plank. The balancing / back face to have groove for engaging with the suspension system. . Acoustical felt

to be provided in each plank to cover the reveal and deliver acoustical performance. The plank are to be

mounted on Peakform Prelude main beam with factory fitted locking clip installed at 100mm c/c as per

installation instruction. The installation to be approved by the Architect/ Engineer-in-Charge. Similar to

Armstrong or equivalent.INSTALLATION: Mount the wall angle around perimeter. Install the Peakform

Prelude main beam with factory fitted locking clip at a level 16mm above the wall angle level. Main beam to

be supported from the structure with 1st suspension not more than 300mm from the wall and distance

between suspensions to be less than 900mm c/c. Each main beam are to be place at 600mm centre to centre

with the 1st main beam at not more than 100mm from the wall. Two planks are to be should be connected to

each other using a linear splice. Appropriate space to be left along the perimeter

Providing and Fixing vertical Non Perforated Aluminium baffle system, exhibiting space-delineating

characteristics. The system comprises baffles 25mm wide & height of the baffle shall be 100mm

manufactured out of 0.60mm Thick GMS, installed at 100mm C/C distance. The carrier rails run

perpendicular to the baffles. Individual baffle lengths between 300 and 3000 mm can be selected. Tolerances

according to TAIM, DIN EN 13964 and quality controlled to ISO 9001:2015 approved by SIS. Substructure for

durlum POLYLAM® Vertical baffle system consisting of U shaped galvanized slotted carriers minimum 1.2mm

Thick installed perpendicularly to baffle ceiling at maximum 1200mm C/C using officially approved dowels.

The primary profiles must be connected to one another with longitudinal splice connectors. The entire ceiling

module shall be suspended with 6mm diameter galvanized steel threaded rods from the true ceiling officially

approved anchor fasteners maximum at 1200mm Centres as per the requirements of DIN EN 13964 and the

statics of the system. Ensure horizontal and flush alignment during installation. Surface: RAL PPC Non

Metallic Shades.

Providing and Fixing Suspended Metal Ceilings in Hook-on system (F-H 600) with Rectangular panels made

out of 0.6-0.7mm thick GI in width ranging from 247mm to 750mm, length ranging from 600mm to 3000mm.

General Specifications:Entire system to be designed in accordance with EN 13964 and TAIM e.V. quality

guidelines suitable for Green Building Application for Interior / Semi-Exterior / Fully Exterior applications

suitable for corridors and hallways, and concealed Grid, Butt joint panels.Make: Armstrong or its equivalent

as approved by architect.Panel Specifications:The F-H 600 rectangular Hook-On panels to be made of

Galvanized Iron (GI), minimum thickness 0.6-0.7 mm, 120gsm hot dipped galvanization (both sides), and

recycled content of 25%. The panel Length varies between 600mm to 3000mm, panel Width 247mm to

750mm, with Square Edge having 3mmx8mm black foam gasket, on one long and one short side or without

gasket, with or without 3mm spacer.The panel surface to be powder coated (post coat) to 60-80μ on visible

side after mechanical production, low gloss (degree of gloss approx. 20%). Scrubbable, architectural-quality,

electrostatically applied polyester powder coat paint applied to entire panel after forming (post coat). Panel

coated on both sides for exterior application.The color to be Global White (Epoxy Polyester for Interior) /

140 (Pure Polyester for Semi-Exterior) / (PVDF for Fully Exterior). The panels to be perforated in Standard- Sq.m. 50.00 12908.81

perforations (Rg2516) having 2.5mm dia. round holes square 90° perforations, 16% open area with border /

without border, having non-woven black fabric acoustical Inlay of Soundtex Fleece / Acoustimax Fleece. The

Sound absorption would be 0.7NRC / 0.5NRC.The panels to be Fully Accessible / Partially Accessible / Non-

accessible, with system height of167mm, and would require a plenum height of a minimum 200mm clear

space from bare ceiling / rigid structure.The Fire performance to be Material class A2-s1.d0 according to EN

13501-1 for the metal ceiling panel made of Galvanized Iron, with a powder coating on one side (visible side)

with inlays, with gasket but with / without spacers.Suspension System Specifications:Primary Suspension

would be: GI Wall Bracket, 100mm(L) x 100mm(H) x 58mm(W) x 1.5mm(T) for wall mounted option. GI U-

Profile of 30mm(H) x 3746mm(L) x 20mm(W) x 1.5mm(T), roll formed slotted profile for ceiling mounted

option.Secondary Runners would be: GI J-Bar of 44.7mm(H) x 3000mm(L) x 30mm(W) x 1mm(T), roll formed

ribbed profile for normal panel. GI G-Profile (post coated to Global White) of 62mm(H) x 30mm(W) x

3000mm(L) x 1.5mm(T), machine formed profile for easy swing panel.Accessories would include J-Bar

Hangers, U-Profile Splice (GI), J-Bar Splice (GI), Universal Wall Anchor (GI), Plug-in Clip (spring steel), Pressure

Spring (St. Steel), Clamping Bracket (GI), Security Bracket (GI), - for exterior applications, Seismic Clip (St.

Ahmedabad Municipal Corporation 25 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Curtains - General Note: PART-I : CIVIL WORK

Roller Blind - Supply & Fixing of Roller Blinds of approved makes having the DRIVE UNIT shall be of moulded

plastic with steel spring support and inserted into the tube end. It shall be driven by a ball chain pulley with

ball chain and can be positioned at right side or left hand side of the Shade. The Shade when lowering or

raising, shall be automatically locked in position upon release of the ball chain by means of a built in friction

lock. The END PLUG shall be moulded of plastic with a steel location pin. The plug shall be inserted into the

tube end. (Opposite to the Drive Unit).The SUPPORT BRACKETS shall be of coated steel & provided with

covers and used in right hand or left hand positions differentiated by the acceptance of the of the rectangular

drive unit support or the round idler plug pin.The ROLLER TUBE shall be of extruded aluminum with 38mm

internal diameter & skin thickness of 1mm and shall incorporate a keyway integral with the tube to

accommodate the spline. The outside diameter of the roller tube shall be 40mm.The BOTTOM RAIL shall be a

stiffening element inserted into a bottom rod pocket. The material may be timber, PVC covered steel tube or

141 VB Bottomrail.The BALLCHAIN shall be 2mm diameter cord with 4.5mm diameter acetal balls moulded co- -

axially to it on 6mm pitch to form an endless ballchain. It is used for raising or lowering action of the shades.

(Contractor shall provide treated wooden pelmet complete in all respects on which all blinds shall be fixed

and should also take load of all the manual roller blinds). The FABRIC will be 100% PVC free with no Volatile

Organic Compounds recommended , having no bacterial / fungal emission and satisfying NFPA fire safety

standard , shall be as per selection from the material's range and shall be sized according to site requirement

(subject to maximum width limitation of individual fabric types). A bottom pocket shall be created in the

fabric to incorporate the bottom rail.(Contractor shall provide treated wooden pelmet complete in all

respects on which all blinds shall be fixed and should also take load of all the manual roller blinds).

Blackout fabric - Fabrics to be as per approved sample- blackout fabric: Solar, Light & UV transmission: 0%,

Solar reflection (white) 69%, Weight: 540g/sqm, Thickness:0.47 mm, Internal Solar Factor (gtot): 0.34 - 0.48,

Tensile Strength (Warp/Weft): 160/170daN/5cm, Tearing Strength(Warp/Weft):11/13daN, Fire Retardancy:

141(I) B1/DIN 4102-1, Euro class B-s2,d0 . All complete as per approval of designer & instruction of PMC.Work Sq.m. 55.00 2398.75

completed as per the detailed drawing and instruction of Architect/Client. Height will be measured from top

of the palmet to sill bottom lvl and clear opening size only there will be not extra payment towared overlaping

Zebra roller blind - Supply & installation of zebra style blinds cousisting 100% polyster fabric being operated

on 38mm aluminium pipe with covered with headrail. Fabric having very high tear strenth with manual ball

chain to operate. Fabric can be translucent or blackout as required with 50 to 70mm shear alternate after

Semi Translucent Fabric roller blind - The Semi Transslucent FABRIC will be 100% PVC free with no Volatile

Organic Compounds recommended , having no bacterial / fungal emission and satisfying NFPA fire safety

141(III) standard , shall be as per selection from the material's range and shall be sized according to site requirement Sq.m. 55.00 2200.79

(subject to maximum width limitation of individual fabric types)

Eyelet (Solid/Shear Fabric wave Pleated) - Supplying and installing curtain / drapes in pleated style stitched

from solid/Blackout fabric of approved shade, design, colour, approved make like atmosphere or equivalent

and height to run on tracks which can be operated manually as per manufacturer`s specification. The track

should be forest brand or somfy brand and have runners at required distance on which the fabric can be

hooked with the fabric with all necessry connecting parts, etc required as per manufacturer`s specification.

the rates shall be inclusive of installation, material cost, labor, wastage, operating system all tools tackles,

142 scaffoldings, hardware at all floors, necessary edge binding with approved fabric and thread of colour similar Sq.m. 55.00 4024.85

to the colour of the blinds, etc completed as per the requirement of Architect/Client. Actual elevation area of

curtain in closed condition shall be measured and paid. Rate shall be applicable for all heights and for all

floors. The contractor shall get the sample approved by the Architect/Client.

Plywood Pelmet (jamb work): Providing & Fixing 50mm thk. X 300mm wide MR grade plywood jamb

finished with 4mm thk. Veneer sheet on facess or mdf sheet with color and both edges. 50mm thk. X 300mm

wide plywood jamb will be fixed on brick work,beam,slab or partitions fixed by S.S screws, roll plug, nails and

adhesive etc. Finishing by applying melamine polish on veneer sheet surfacess of plywood jamb(Pelmet).

Item to be completed in all respects as per drawings & instructions from Project- in-charge/Architect.

Ahmedabad Municipal Corporation 26 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Shower Cubical Door: Providing and Fixing of High Pressure laminate Cubical PART-I : CIVIL

Doors Made WORK

from solid grade

compact high pressure laminate as per IS:2046 manufactured under high specific pressure >5 MPa and

temperature 120°C with bunch of kraft papers, impregnated with thermosetting phenolic resin and

decorative papers made of cellulose fiber, impregnated with thermosetting melamine resin which provides

superior scratch, abrasion, heat, chemical, impact, graffiti and moisture resistance along with anti-bacterial

properties. Panels have a black core that when machined, presents a distinctive black edge. Panel thickness

12 mm. Design No. as specified by Arch./Engr. in suede finish.FIXTURES- Size of panels to be as per drawing.d

D-shape wall mounted pole made from extruded grade aluminum alloy 6063/HE9/T-6 and epoxy powder

coated (colour as per specifications) for surface protection. Size to be 46 x 41 x 2T, Matching profile and

144 colour nylon polyamide-6 caps to cover Aluminum poles, Self closing hinges (Gravity mechanism) made from Nos 84.00 46948.84

nylon polyamide grade 6, Round coat hook with base diameter 53 mm made from nylon polyamide grade

Round door knob diameter 48 mm with thumb-recess made from nylon polyamide grade 6, Latch locking

system with privacy indicator made from nylon polyamide grade 6, Anti-noise rubber padding, SS grade

screws, Anti-rotation Nylon polyamide grade 6 expandable wall plugs. DOOR-(H x W): 2100 mm x 750 mm

(Height is including 150 mm gap from bottom)

Urinal partition: Providing and Fixing 12mm thick comapct lamintes, using for urinal partitions. The divider

panel laminates (urinal partitions) coupled with rust resistant ss304 or nylon PA-6 made brackets are used for

fixing the panels to the wall. The urinal panel is undivided piece, chamfered edges with no joints. Color of

HPL Boards: Single Standard and Plain Compact Color and size: 500mm (W) X 1200mm (H), SS Right Angle

Brackets, S.S.Screws 304 G & P.V.C Wall Plugs. Make: Merino or its equivalent as approved by architect.

Partition & Panneling - Glass partition With Aluminum Frames: Providing and fixing of Slim glass partition

of 12 mm Toughend glass using Aluminum Frames to a height of maximum 3.0 M or as per drawing. The

fixed glass to be fixed using Aluminum profile at Top and Bottom and side with snap fit mechanism. The

profile size to be 34.9X32mm to be fixed on the floor/wall/ceilling as per the architect design. H junction

profile to be used at all glass to glass vertical joints, 90 Deg L Junction profile and T junction profile necessary

as per design. The Aluminum profile shall be suitable for glass thickness of 10 / 12 and 11.52mm laminated

glass. the profile shall be Aluminum Extrusions of 6061 & 6063 Grade. The profile manufacturar to supply all

the necessary clips,seals and fixing accessories for system.

Approved manufacturar: Profile/Frames OZONE/deko.

Glass- Saint Giobain / Asahi

Supplying and fixing of Glass Door (Single Leaf) of 10 mm clear Toughened / Tempered glass as per

elevation drawing with approved make of OZONE HANA Aluminium Extruded Profile with Frame all around

the door. Aluminum Door profile frame of size 55X43mm and 27.5X57.3mm with seal with Front Face

Mounting Hinge (OGC-DH-2 STD SSS) Glass Thickness: 10mm Material: Aluminum Finish: A,Glass Door Lock

with Lever Handle Thumb turn or key to key options Max Glass Thickness: 12mmStandard Latch Locking

Aluminum Alloy With SS Cover Plate code OZ-DP-1/2-GDL STD AN Dimensions: 156x65mm Finish:

SSS,Mounting Plate for Parallel Arm Door Closer Material: Aluminum Finish: Silver,Overhead Rack & Pinion

147 Door Closer having code NSK-980 with Track Arm/Maximum Door Weight 80kg/500,000 Cycle Tested EN 2-4 Sq.m. 67.00 22124.05

EN 1154,CE Certified, UL Listed Compatible Saddle Plate,NSK-ACC-980-PLATE STD SSS. The Aluminum Profile

shall be suitable for glass thickness of 10/12mm.the profile manufacturar to supply all the necessary

clips,seals and fixing accessories for system.

Approved manufacturar: Profile/Frames OZONE/DEKO.

Glass- Saint Giobain / Asahi

Providing and fixing polyfibre panels, core-pigmented, high-density, SynthPF rigid panels of size

1200x2400x9mm thk, volume density 210 - 230kg/m3, weight 1.9 - 2.1kg/m2 installed by using Anutone

Strut framework system. The Anutone Strut framework systems includes Anutone Strut CC25 Cross Channel

having thickness 0.55mm, length 3600mm, knurled web 50, depth 25mm and equal flanges 15mm is

fastened to wall positioned horizontally in a regular manner at 600mm c/c. Anutone Strand, Square edge,

Magnesite bonded pinewood fibre core tiles of size 600x1200x10mm, density 400 kgs/m3, weight 8kg/m2

are fastened to Strut CC25 Cross channel with suitable fasteners. Longer edges of the panel should be

perpendicular to Strut CC25 Cross Channel. Synth Slim Panels are then adhered to strand behind with stick S7

adhesive. The system is backlined with the acoustical infill Anutone SynthPF 5x25. Technical Parameters of

Synth Slim Fire (Class) – B, Acoustics – NRC 0.4 (For A mounting), Thermal conductivity (W/mk)– na, Climate

(°C, RH) – 50, 99, Light reflectance (%) – Colour Dependant, Green (VoC, RC %) – Nil, 30 ; Technical

Parameters of Strand , Fire (Class) – 1 & P ,Acoustics – NRC 0.90 (For 25mm C50 Mounting), Thermal

conductivity (W/mk)– 0.1, Climate (°C, RH) – 50, 95, Light reflectance (%) – 80, Green (VOC, RC %) – Low,

35Make: Anutone or its equivalent as approved by architect.

Low Height Solid Partition - Providing and fixing wooden Partition 100mm thick including base frame of

Floor & Ceiling Channel (72x32x32x0.5), Wall Channel (72x32x32x0.5), C-Stud (70x34x36x0.5)@610 mm c/c

& Noggin Channel (70x40x40x0.5)fixed to wall with Anchor Fastener at Floor & Ceiling Rawl plug Ø8x45 with

149 both side covered with 12 mm thick MR grade Plywood sheet of approved make fixed upto Slab Sq.m. 42.00 4232.91

bottom/beam bottom level. Grooves of approved size to be provided at joints with neccessry fitting . Item

to be completed in all respects as per drawings & instructions from Project- in-charge/Architect.

Ahmedabad Municipal Corporation 27 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Full Height Solid Partition upto slab /beam bottom level - Providing andPART-I : CIVIL WORK

fixing wooden Partition 100mm

thick including base frame of Floor & Ceiling Channel (72x32x32x0.5), Wall Channel (72x32x32x0.5), C-Stud

(70x34x36x0.5)@610 mm c/c & Noggin Channel (70x40x40x0.5)fixed to wall with Anchor Fastener at Floor &

Ceiling Rawl plug Ø8x45 with both side covered with 12 mm thick MR grade Plywood sheet of approved

make fixed upto Slab bottom/beam bottom level. Grooves of approved size to be provided at joints with

neccessry fitting . Item to be completed in all respects as per drawings & instructions from Project- in-

charge/Architect.

Extra on above item (Full height Solid Partition) for followed by 4 mm thick Veneer approved by architect

duly Spirit / french polished with melamine matt coating with desired finishing taken upto 6 inch above false

ceilling. Grooves of approved size to be provided at joints fitting with hardware . Item to be completed in all

respects as per drawings & instructions from Project- in-charge/Architect. Measurements will be paid

exposed surface of the Veneer single measurement.

Extra on above item (Full height Solid Partition) for followed by Providing & Fixing decorative laminated

sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse

side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved

quality. : 1.00 mm thick

Extra on above item (Full height Solid Partition) for followed by 4 mm thick MDF Providing and making

and fixing as per detail drawing. All expose wooden surfaces finish with Interior Paint. The work shall be done

as per the specifications, sample approved and as directed by the Architect /Client. The rate shall be for

complete item inclusive of all material, labor, wastages, necessary tools & tackles, adhesives, consumable

hardware & required SS 304 grade hardware/accessories of approved make.

Extra on above item (Full height Solid Partition) for followed by Outermost surface shall be cladded with

3mm to 4mm thk. foam sheet covering with Vinyl Digital print film sheet using adhevsive solution on

154 plywood sheet. as directed by the Architect /Client. The rate shall be for complete item inclusive of all Sq.m. 278.30 2599.74

material, labor, wastages, necessary tools & tackles, adhesives, consumable hardware & required SS

grade hardware/accessories of approved make.

Wooden wall Panelling with Veneer Sheet - Providing and fixing full height panelling as per design

drawing, comprising of GI Channel frame of Floor & Ceiling Channel (72x32x32x0.5), Wall Channel

(72x32x32x0.5), C-Stud (70x34x36x0.5)@610 mm c/c & Noggin Channel (70x40x40x0.5)fixed to wall with

Anchor Fastener at Floor & Ceiling Rawl plug Ø8x45, at regular distance of 610mm x 610mm , cladded with

first quality 12mm thk. MR grade Plywood sheet on outer side, using first quality hardware. This panelling

shall have arrangement for light fixtures, cable- management as and where directed. Outermost face shall be

cladded with 4mm thick Veneer sheet with 3 coats of melamine polish after staining in approved shade and

tint, complete as per design detail drawings and instructions given by the architect. The panelling may be

carried out in combination with any other type of panelling /elements. insulation shall be provided for

acoustic purpose on the wall as per detail drawings and as per the instructions given by the architect. Rate

of panelling shall be inclusive of all major/minor civil & repair work required to be carried out in order to

execute the aforesaid item to the satisfaction of the architect / EIC.

Wooden wall Panelling with Decorative Laminate sheet - Providing and fixing full height panelling as per

design drawing, comprising of GI Channel frame of Floor & Ceiling Channel (72x32x32x0.5), Wall Channel

(72x32x32x0.5), C-Stud (70x34x36x0.5)@610 mm c/c & Noggin Channel (70x40x40x0.5)fixed to wall with

Anchor Fastener at Floor & Ceiling Rawl plug Ø8x45, at regular distance of 610mm x 610mm , cladded with

first quality 12mm thk. MR grade Plywood sheet using first quality hardware. This panelling shall have

arrangement for light fixtures, cable-management as and where directed. Outermost face shall be cladded

with Decorative Laminate Sheet complete as per design detail drawings and approved by Architect. The

156 panelling may be carried out in combination with any other type of panelling /elements will be paid extra. Sq.m. 242.00 2816.89

insulation shall be provided for acoustic purpose on the wall as per detail drawings and as per the

instructions given by the Architect. Rate of panelling shall be inclusive of all major/minor civil & repair work

required to be carried out in order to execute the aforesaid item to the satisfaction of the architect / EIC.

Vinyl Digital print film on plywood wall Panelling

Providing and fixing full height panelling as per design drawing, 12mm thk. MR grade Plywood sheet directly

fixed on wall. This panelling shall have arrangement for light fixtures, cable-management as and where

directed. Outermost surface shall be cladded with 3mm to 4mm thk. foam sheet covering with Vinyl Digital

print film sheet using adhevsive solution on plywood sheet.Panelling work should be carried out as per detail

157 drawings and as per the instructions given by the consultant. Rate of panelling shall be inclusive of first qulity Sq.m. 655.60 4013.74

of hardware, all major/minor civil & repair work required to be carried out in order to execute the aforesaid

item to the satisfaction of the Consultant / EIC. The rate shall be for complete item inclusive of all material,

labor, wastages, necessary tools & tackles, adhesives, consumable hardware & required SS 304 grade

hardware/accessories of approved make.

Ahmedabad Municipal Corporation 28 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Screen MDF Laser Cutting PART-I : CIVIL WORK

Providing and fixing full height panelling as per design drawing, wall cladded with first quality 12mm thk. MR

grade Plywood sheet using first quality hardware. Outermost face shall be cladded with 12mm exterior

grade MDF sheet as per suggested pattern CNC cutting work complete. All expose wooden surfaces finish

158 with ICA Waterbased PU spray polish finish. The work shall be done as per the specifications, sample Sq.m. 204.60 6447.84

approved and as directed by the Architect /Client. The rate shall be for complete item inclusive of all

material, labor, wastages, necessary tools & tackles, adhesives, consumable hardware & required SS

grade hardware/accessories of approved make.

Wall Projected Sign (300 x 150 x 25)

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with

Premium grade Anodizing (Thickness 15-20 microns) as perInternational standards, with 10 years warranty

under normal working conditions.Sign has profile with curvature .Sign is doublele sidedwith 2 aluminium

profile joined with strong foam based two way adhesive (3M recommended) and 2 plastic endcaps &

159 aluminium wall mounting bracket.Sign is including all plastic injection moulded end caps grey or black in each 52.00 4243.43

shade which are directly screw fitted & help ofzinc coated self tapering screws (matching shade of plastic

endcaps)media upto 0.5 or 1 mm thickness (paper ,vinly) can be inserted inlocking slots provided by virtue of

design of profiles,0.5 mm polycarbonate sheet for cover and installed at site in plumb and level at specified

location as per drawing to the satisfaction of the engineer-in-charge.

Ahmedabad Municipal Corporation 29 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Door Nameplate Sign ( 450 x 150 x 15) PART-I : CIVIL WORK

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with

Premium grade Anodizing (Thickness 15-20 microns) as perInternational standards, with 10 years warranty

under normal working conditions.Sign has profile with curvature .Sign is single sided with1 aluminium profile

and 2 plastic endcaps.Sign is including all plastic injection moulded end caps grey or black in shade which are

directly screw fitted & help of zinc coated self tapering screws (matching shade of plastic endcaps),media

upto 0.5 or 1 mm thickness (paper,vinly) can be inserted in locking slots provided by virtue of design of

profiles,0.5 mm polycarbonate sheet for cover and installed at site in plumb and level at specified location as

per drawing to the satisfaction of theengineer-in-charge.

Main Directory (2000 x 1000 x 15)

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with

Premium grade Anodizing (Thickness 15-20 microns) as per International standards, with 10 years warranty

under normal working conditions.Sign is single sided with aluminium side tracks and common click clips for

panel fitting. a.Sign is including all plastic injection moulded clips black in shade which are slided in side

tracks ,media can be flat bed UV printed on panels/ profiles. Installed at site in plumb and level at specified

location as per drawing to the satisfaction of the engineer-in-charge.

Washroom Signs ( 150 x 150 x 15)

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with

Premium grade Anodizing (Thickness 15-20 microns) as perInternational standards, with 10 years warranty

under normal working conditions.Sign has profile with curvature .Sign is single sided with1 aluminium profile

and 2 plastic endcaps.Sign is including all plastic injection moulded end caps grey or black in shade which are

directly screw fitted & help of zinc coated self tapering screws (matching shade of plastic endcaps),media

upto 0.5 or 1 mm thickness (paper,vinly) can be inserted in locking slots provided by virtue of design of

profiles,0.5 mm polycarbonate sheet for cover and installed at site in plumb and level at specified location as

per drawing to the satisfaction of theengineer-in-charge.

Emergency Exit sign (310 x 255 x 55)

Providing ready sign & fixing at location emergency exit sign- illuminated, surface mount (wall or ceiling)

Dual sided made up of plastic material , battery backup of 3 hours (180 mins) .Battery life of 300 cycles of

charge & discharge Li- ion battery 3.7 Volt, 100 mA, Charge time of 24 hours. Input voltage 220-240 Volt A.C,

50/60 Hz. Viewing distance 30 meter, degree of protection IP20 (rating for protection against solid object

upto 12 mm) white light colour full back (white colour) LED illumination with green white coloured graphic

163 inserted on both sides on 0.4 mm PC (sizes, texts, symbols or graphics as per standard safety norms & each 8.00 4546.11

regulations) graphic options of -left ,right, up staircase down staircase. Test facilty button self test plus auto

self test, opreration in maintained and non maintained mode (power saver mode).Sign with 12 months

warranty for electric circuit & 6 months warranty for battery. Sign provided with dual mounting arrangement

of mounting on wall & celing both ( with flat rigid support/base).Sign is including all connection wires (upto

mtr) & high tensile strength zinc coated self tapering screws (4 nos with screw wall plastic packing), installed

at site in plumb and level at specified location as per drawing to the satisfaction of the engineer-in-charge.

Entry Sign (1200 x 4500)

Providing and fixing at location a signs M.S internal hollow tube structure using Modular Aluminium

extrusions (Alloy 6060 as per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is

from virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20 microns)

International standards, with 10 year warranty under normal working conditions. Sign is including all

extruded aluminium profiles profiles including i) 4 base profiles mill finished glossy appearance or texture,

base profile with slots to accomodate 50x 50 mm , 100x50 mm or 150x 50 mm,(to create max depth of

mm from either of the combination aftet mounting base & cover profiles, M.S structure & 'V' notch groove to

guide self tapering screws,directly to be screwed with ,Internal M.S structure with help of stainless steel high

tensile strength zinc coated self tapering CSK screws (length as per requirement) ii) 4 cover profiles of

eliiptical shape premium anodised with intel- locating faciltiy with base profile for posiotioning. to be

164 screwed with base profile (screws not visible from outside) after cover profile is mounted to base iii) Top & each 1.00 263195.90

bottom ACP egde profile premium grade anodised to cover edges of ACP free mounting without drilling or

screwing. iv) ACP connect profile with minimum display free mounting without lockuing & drilling. etc ,Ultra

violet print on ACP or ACRYLIC sheet can be done. Also, arrangement is done to (ACP or Acrylic 3 mm thick

can be Inserted in Cosign totem profile slots). Top hat asper profile shape (aluminium 2-3 mm thick) is used

to cover top part, 2mm thick opaque white acrylic(or clear)can be pasted on text panels as numbers with

help of 3M make adhesive.also LED (Back lite) modules or edge lite modules. CosignTotem profiles screwed

fixed with internal M.S structure are installed at site in plumb and level at specified location as per drawing to

the satisfaction of the engineer-in-charge.

Ahmedabad Municipal Corporation 30 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

Internal Navigation Pylon (900 x 2100 x 50)

Providing and fixing at location a I sign -display signage with 50mm depth Aluminium extrusion Alloy 6060 as

per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from virgin aluminium

homogeneous billet) with Premium grade Anodizing (Thickness 15- 20 microns) Flatness & Twist of profile

within 1.5 mm / meter length, with 10 years warranty under normal working conditions. Media

accomodation depth of 8 mm avialble for pasting on dual lock or strong two way adhesive. M.S fabrication

slot of 65 mm depth for internal M.S structure.Media upto 6 mm thickness can be pasted or mounted with

help of dual lock tape .assembled totem can be edge lite with help of edge lite modules or back lite with help

of back lite modules.CosignTotem profiles screwed fixed with internal M.S structure are installed at site in

plumb and level at specified location as per drawing to the satisfaction of the engineer-in-charge.

TOTAL FOR INTERIOR WORK -

Ahmedabad Municipal Corporation 31 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVILWork

RECEPTION DESK 8’ W L-SHAPED DESK -

Work Surface - Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping. Access Flap along with a

Gromett is provided on work surface for wire management Wire Management - Power box made with

mm thick CRCA (IS: 513), with switch plate (8+3 Module cut out provision for Anchor Roma) which is fixed

with worktop along the width at

Access Flap position. Modesty Panel & Side Skirting - Made of 25mm Thick Pre-laminated twin board of E1-P2

grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.

Understructure - Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping TOP shelf - Made of 18mm

Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge

banded with matching 2 mm thick PVC lipping.

Hinge Door + Drawer unit - Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved

shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.

**Drawer bottom is made of 5.5thk MDF whiteboard

Handle is provided for ease of opening.

HDU and Drawer is provided with cam lock for security.

Essential Accessories - Wire Riser made of 0.8mm CRCA (IS-513) is provided for proper wire management.

Organizer Plate made of 1.2mm CRCA (IS-513) is provided for magnetic sticky notes.

Bag Hanger Hook made of 1.2mm CRCA (IS-513) is provided for bag hanging.

Length - 2400mm

SEAT FOAM : The seat is made up of PU foam in Density 28 ±2 kg/cu.mtr with an additional top layer of

supersoft PU foam in Density 32 ± 2 kg/cu, upholstered with fabric or leatherette.

BACK FOAM : The back is made up of PU foam in Density 28 ± 2 kg/cu. mtr with two additional top layer of

supersoft foam of density 32±2 kg/cu. mtr, upholstered with fabric or leatherette.

UNDERSTRUCTRE : Understructure is made up of 1.2±0.1 cm. thick hot pressed plywood [moisture resistance

& termite proof as per IS:303] & pinewood of cross sections devoid of major knots & surface defects. 6 nos.

per seat & 3.8mm Dia zigzag spring assembly is mounted over understructure for cushioning purpose.

LEG ASSEMBLY : It is a welded Assembly made in Stainless steel (grade SS 202) tube & plate with plastic

Width (W): 206.0 CM. Depth (D): 90.5 CM. Height (H): 85.5 CM. Seat Height (SH): 45.0 CM.

Sofa - 2 Seater

SEAT FOAM : The seat is made up of PU foam in Density 28 ±2 kg/cu.mtr with an additional top layer of

supersoft PU foam in Density 32 ± 2 kg/cu, upholstered with fabric or leatherette.

BACK FOAM : The back is made up of PU foam in Density 28 ± 2 kg/cu. mtr with two additional top layer of

supersoft foam of density 32±2 kg/cu. mtr, upholstered with fabric or leatherette.

UNDERSTRUCTRE : Understructure is made up of 1.2±0.1 cm. thick hot pressed plywood [moisture resistance

& termite proof as per IS:303] & pinewood of cross sections devoid of major knots & surface defects. 6 nos.

per seat & 3.8mm Dia zigzag spring assembly is mounted over understructure for cushioning purpose.

LEG ASSEMBLY : It is a welded Assembly made in Stainless steel (grade SS 202) tube & plate with plastic

Width (W): 146.0 CM. Depth (D): 90.5 CM. Height (H): 85.5 CM. Seat Height (SH): 45.0 CM.

WOOD POLYMER COMPOSITE (WPC) WORKTOP :

Worktop is made of Wood Polymer Composite (WPC) top of 26mm thk for Circular top or 35mm thk for Rect

& Square top. Due to its high density core material, these table tops are durable, hard-wearing and

completely weatherproof. The Work tops are available in 3 shapes, viz.: Circle(DIA 800), Rectangle(1200x800)

& Square (800x800). Square and rectangle Wood Polymer Composite (WPC) top also contain tube frame

assembly. Tube frame assembly is made up of Rect tube 40x20x1.2mm thk (IS:7138) & 3mm thk HR steel

plates (As per IS:2062) welded together using Argo shield welding. The frame assembly is EPOXY POLYSTER

Powder Coated (DFT 40-60 microns). Top and Frame are joined using Alloy steel hardwares. UNDER-

STRUCTURE POD TYPE : (HEIGHT - 740 / 1020)

This under-structure consists of swaged coloum assembly, top mounting tube frame / plate & square/

rectangle base plate assembly. The swaged coloum is made of 1.2mm thk CRCA (IS:513) & 5mm thk HR steel

plates (As per IS:2062) welded together using Argo shield welding. The top plate is 5mm thk HR steel plates

(As per IS:2062). The base plate assembly is made up of 3mm & 5mm thk HR steel plates (As per IS:2062),

8x8mm Square rod & DIA 30mm rod (As per IS:432) welded together using Argo shield welding.The whole

structure is EPOXY POLYSTER Powder Coated (DFT 40-60 microns). The product has knock down construction.

It is assembled using alloy steel hardware & levellers at bottom.

CROSS MEMBER / CONNECTOR : Cross members in the Upbeat system are made from 50 mm x 25 mm x

1.2mm thk (as per IS: 7138 ERW). Cross members are assembled by friction fit PDC joinery and Grub screws.

The whole structure is EPOXY POLYSTER Powder Coated (DFT 40-60 microns). It is assembled using Alloy steel

hardware (Ni / Zn plated). Cross are available in 3 lengths, viz.: ( 350mm, 1100mm & 1700mm).

Ahmedabad Municipal Corporation 32 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Mesh Chair PART-I : CIVIL WORK

SEAT/BACK ASSEMBLY: The seat is made up of 1.5 ±0.1cm. thick hot-pressedplywood and upholstered with

fabric upholstery covers and moulded Polyurethane foam.The seat has extra thick foam on front edge to give

comfort to popliteal area.

The Back is injection moulded in glass filled Polypropylene which is upholstered withMesh fabric.The back

consist of adjustable lumbar support made of injection mouldedPolypropylene having an adjustment of

The chair seat & back size are *SEAT SIZE 53.5 cm. (W) x 51.0 cm. (D)*MESH BACK SIZE 51.0 cm. (W) x

HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane seat foam is moulded with density 45±2

kg/m³ and hardness 16±2 kgf as per IS:7888 for 25% compression.

ARMRESTS :The adjustable armrest is designed with the following features :· Up-Down adjustment– 6 steps

(7.2 ± 0.5cm range)

170 · Armrest top is mounted on Armrest structure made of glass filled Nylon· Armrest Top is PU moulded over each 30.00 11770.02

glass filled Nylon insert.

CENTER TILT SYNCHRO MECHANISM WITH MULTI LOCK : The mechanism isdesigned with the following

· 360° revolving type.

· 3 position locking with anti shock mechanism.

· Tilt tension adjustment

PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment with anadjustment stroke of 9.5 ±

PEDESTAL ASSEMBLY : The pedestal is injection moulded in glass-filled Nylon andfitted with 5 nos. twin

wheel castors. The pedestal is 66.1 ±0.5cm. pitch-center dia.(76.1 ±1.0cm with castors).

TWIN WHEEL CASTORS : The twin wheel castors are injection moulded in Black Nylon.

WIDTH (W): 76.1 CM.

DEPTH (D): 76.1 CM.

Visitor (H): 101.5 - 111.0 CM.

THRILL CHAIR UPPERSTRUCTURE: It is a single shell 1.2 ±0.1cm. thick hot pressed plywood with moulded

polyurethane foam on top & backing foam on rear side. It is upholstered with option of knitted & leatherette

fabric.The seat has extra thick foam on front edge to give comfort to popliteal area.The foam backing done in

back ( Executive chairs only) for extra fluffiness and comfort in chair.

SEAT & BACK HIGH RESILIENCE (HR) POLYURETHANE FOAM :The HR polyurethane foam for seat and back is

moulded with density 45 +/-2 kg/m³ and Hardness load 16 ± 2 kgf as per IS:7888 at 25% compression. M.S.

VISITOR TUBULAR FRAME (For Thrill Visitore chair): The powder coated (DFT 40-60 micron) tubular frame is

171 cantilever type & made of Ø2.54±0.03 cm x 0.2±0.016 cm thk MS ERW tube. each 20.00 7462.74

ARMRESTS:The armrest top is moulded from polyurethane(PU) with metal insert and mounted on to a

WIDTH (W): 60.5 CM.

DEPTH (D): 65.0 CM.

HEIGHT (H): 86.5 CM.

SEAT HEIGHT (SH): 46.0 CM.

Chair Executive (LC) HB

SEAT/BACK ASSEMBLY: The back is made up of 1.2 ±0.1cm. thick hot-pressed plywood & seat is made up of

1.5 ±0.1cm. thick hot-pressed plywood measured and upholstered with fabric upholstery covers and

moulded Polyurethane foam. The back foam is designed with contoured foam lumbar support. The seat has

extra thick foam on front edge to give comfort to popliteal area.The Recron filling done in seat & back (

Executive chairs only) for extra fluffiness and comfort in chair.

The chair seat & back size are

HIGH BACK SIZE 51.5 cm. (W) x 82.0 cm. (H)

SEAT SIZE 53.5 cm. (W) x 51.0 cm. (D)

HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam is moulded with density = 45±2

kg/m3 and hardness load 14 ± 2 kgf as per IS:7888 for 25% compression.

ARMRESTS : The 3-way adjustable armrest is is made of die-cast

aluminium with buffing finish designed with the following features :

172 · Up-Down adjustment–7 steps (7.0 ± 0.5cm range) each 7.00 20469.22

· It has to & fro movement along with Swivel adjustment.

CENTER TILT SYNCHRO MECHANISM WITH MULTI LOCK : The mechanism is designed with the following

· 360° revolving type.

· 3 position locking with anti shock mechanism.

· Tilt tension adjustment

PNEUMATIC HEIGHT ADJUSTMENT : The pneumatic height adjustment has an adjustment stroke of 9.5 ±

PEDESTAL ASSEMBLY : The pedestal is made of die-cast aluminium with buffing finish. It is fitted with 5nos.

twin wheel castor. The pedestal is 67.0 ± 0.5cm pitch-center dia.

(77.0 ± 1.0cm with castors).

TWIN WHEEL CASTORS : The twin wheel castors are injection moulded in Black Nylon.

WIDTH (W): 77.0 CM.

DEPTH (D): 77.0 CM.

Ahmedabad Municipal Corporation 33 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Executive TBL 1800 RH RU 1200 PDL PART-I : CIVIL WORK

1800x2100x750 Primary Work Surface Made of 25mm thick MDF one side pre-laminate board confirming to

IS-14587:1998 with 0.4mm PVC membrane pressed on to top Soft closing access flap with in-build power box

are provided on work surface for wire management

Secondary Work Surface Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998

with 0.4mm PVC membrane pressed on to top.

Modesty Panel Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with

0.4mm PVC membrane pressed on to top.

Under structure Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.

Integrated Pedestal Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.

Drawer fronts made of 25mm thick MDF one side pre-laminate board confirming to

IS-14587:1998 with 0.4mm PVC membrane pressed on to top

Pedestal construction is BOX-BOX-FILE type which Uses powder coated 400 MM long metal

Panel Drawer Slides. Drawer extension is 325 MM.

Drawers have a soft closing & anti slam mechanism.

Handles are provided for ease of opening.

Pedestals are provided with lock for security.

BCKUNT 1800W 1800H

1800x500x1800 Top Panel-Made of 25mm thick MDF one side pre-laminate board confirming to IS-

14587:1998 with 0.4mm PVC membrane pressed on to top.

Slide Door Unit-Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping for body panels like side,

bottom,back and shelves.

Shutters are made of 25mm thick MDF one side pre-laminate board confirming to

IS-14587:1998 with 0.4mm PVC membrane pressed on to top. Shutters have a soft closing & anti slam

mechanism. Handles are provided for ease of opening.Storage is provided with lock for security.

Display/Storage Unit-Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping for body panels like

side,back and shelves.Doors are made of 25mm thick MDF one side pre-laminate board confirming to IS-

14587:1998 with 0.4mm PVC membrane pressed on to top.

Top panel of display unit Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998

with 0.4mm PVC membrane pressed on to top

GNPRO PLU MN GRGL 2 DR CL

Product Size - 375(W) x 470(D) x 1950*(H)

*Height including leveler

* Height of leveler is 50mm and adjustment possible is 15mm.

Construction & Material - Aesthetically appealing completely knock down construction.The add-on units are

stack widthwise to form a row of Lockers. (Note- Single Main unit should not be offered. Minimum 1Main +

1Addon to be offered, Maximum 1Main + 4Addon to be offered)

Legs fitted with screw type leveler.

Made from combination of Top panel(0.5mm CRCA), side panel(0.5mm CRCA), Bottom panel(0.5mm CRCA),

Back panel(0.5mm CRCA), Top Bottom stiffener(1.2mm CRCA) and End Cover(0.5mm CRCA). ** - CRCA 'D'

Grade as per IS-513 - CRCA 'D' Grade as per IS-513

Doors (Without envelope slot) - Made from 0.6mm Thick CRCA (D Grade, IS-513) Soft closing hinge.

Door size - For 2 Door locker - 373(W) X 18(T) X 948(H)

Cam Lock - Oval knob that functions as a handle

- Click action mechanism

- Key removal in locked and unlocked position

- Zinc alloy die cast housing

Shelving - 3 Shelves for 2 Door locker without envelope slot

Finish - Epoxy Polyester Powder coated to the thickness of 50 microns (+/-10 micron).

Accessories (Hanging Rail) - Hanging Rail option available only in 2 Door Locker. It comprises of 2 injection

moulded holders mounted on the shelf and a hanging rod. Hanging rod is made of Aluminium and is silver

Canteen table 4 Seater PU Coated

Time Out 4 Seater PU Coated size shall be 1135 Width mm x 1175 Depth mm x 750 Height mm . Top shall

be 25 mm thick base material shall be 25 mm MDF board . On top PU painting of minimum 2H hardness with

75% glass as per color chart .Combination color graphics on the centre . Brown Laminate on bottom specially

176 profiled edges for comfort . The Understructure shall be having bend pipe structure of MS powder coated . each 15.00 25219.87

Pipe dia 38 mm , 2 mm thick and it shall be fitted with top by SS machine screws . Legs shall be of MS powder

coated and 38 mm dia. pipe legs are fixed with inderstructure and table top . Glide shall be of Plastic fixed at

the understructure to prevent the damage of table top during stacking .

Ahmedabad Municipal Corporation 34 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Café Chair - SS Understructure PART-I : CIVIL WORK

The Seat and Back should be made up of injection moulded indoor grade PolyPropylene compound SEAT

SIZE : 52.5 cm. (W) x 53.2 cm. (D) BACK SIZE : 51.6 cm. (W) x 40.5 cm. (H).The powder coated ( DFT 50±10

microns ) welded tubular frame should be made from 0 2.22 ± 0.03 cm x 0.12 ± 0.0128 cm and 3.5 ± 0.03 cm

x 1.5 ± 0.03 cm x 0.12 ± 0.0128 cm stainless steel 202 grade tube. The shoes should be made of indoor grade

177 PolyPropylene compound and snap fitted with tubular frame. each 60.00 4817.22

Overall Dimensions of Chair

Seat Height - 45.0 cm.

Height - 84.5cm.

Width-52.5 cm and Depth-55.8 cm.

PISA CENTER TABLE GLASS: It is 10 ±0.3 mm thick black tinted Toughened glass UV glued with bushes made

in SS 202 grade for fixing with understructure.

PISA CENTER TABLE UNDERSTRUCTURE: It is a welded Assembly made in SS202 grade

Dia. 12±0.04 as per IS:1762.

Width of table= 112.0 cm, Depth=60.0 cm, height=34.9 cm.

Ahmedabad Municipal Corporation 35 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Corner table PART-I : CIVIL WORK

PISA SIDE TABLE GLASS: It is 10 ±0.3 mm thick black tinted Toughened glass UV glued with bushes made in SS

202 grade for fixing with understructure.

PISA SIDE TABLE UNDERSTRUCTURE: It is a welded Assembly made in SS202 grade

Dia. 12±0.04 as per IS:1762.

Width of table= 60.0 cm, Depth=60.0 cm, height=34.9 cm.

18 seater conference table

Work Surface-Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

conforming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.Plastic ABS access flap is

provided for easy access to wires and cables. Work top is available in various shapes.

Understructure-It consist of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

conforming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.Aluminium alloy 63400 -

WP profile is used for connecting panels together. The product has a knock-down construction.

Modesty Panel-Made of 18mm Thick Pre-laminated twin board of E1-P2 grade and approved shade

conforming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.

Powder coated accent metal strip provided below work surface to enhance aesthetics. It is made of 0.8mm

CRCA as per IS 513,epoxy polyester powder coated (DFT 40-60 microns).

Wire Management-An array of panels made of 0.8mm CRCA MS IS:513, epoxy polyester powder coated (DFT

40-60 microns) is used for flow of wires and cables. Provision to mount Anchor Roma 6 module plate is

provided below worktop. Cutout on top with two piece injection moulded plastic part polymer component is

fitted to pull out audio,video cables onto worktop and connect devices charger to power socket below

Chair Conference

SEAT/BACK ASSEMBLY: The seat is made up of 1.2 ± 01cm thk hot pressed plywood measured. The Back is

made up of injection moulded glass filled nylon & upholstered using Micro mesh fabric with high tenacity

yarn with 28 density foam Sandwich in lumbar area.

SEAT SIZE : 47.0 cm. (W) x 51.5 cm (D). BACK SIZE : 45.0 cm. (W) x 65.3 cm. (H).

HIGH RESILIENCE (HR) POLYURETHANE FOAM The HR poly methane seat foam is moulded with density 45+/-

2 kg/m" and hardness 16 ± 2 kgf as per IS:7888 for 25% compression.

ARMRESTS : The adjustable armrest is designed with the folIowing features

• Up-Down adjustment— 8 steps (8.0±0.5cm range)

• Height adjustable armrest structure which is Powder Coated & fitted with an armrest top.

• Fixed Armrest Top is PU moulded over metal insert.

LUMBAR SUPPORT ASSEMBLY: The Lumbar support consists of polypropylene pad The Height of Lumbar pad

can be adjusted through two projecting knobs provided on the rear side of the pad Lumbar pad has an

181 adjustment of 8 0 ± 0.5 cm in height. each 15.00 14318.52

FRONT PIVOT SYYNCHRO MECHANISM: The adjustable tilting mechanism is designed with the following

• 360° revolving type.

• Single point control.

• Front-pivot for tilt with feet resting on ground ensuring more comfort

• Tilt tension adjustment.

• 4-position locking with anti shock feature

• Seat/back tilting ratio of 1:2.

PNELJMATIC HEIGMT ADJUSTMENTT: Tne pneumatic height adjustment has an adjustment Stroke of 10.0 ±

PEDE STAL ASSEMBLY: The pedestal is injection moulded in black 3G% glass-filled Nylons and fitted with

nos. twin wheel castors. The pedestal pitch-center dia is 66.1 ± 0.5 cm. (76.1 + 1.0 cm. with castors).

TWIN WHEEL CASTORS: The twin wheel castors are injection moulded in black Nylon.

Chair Multipurpose

SEAT / BACK ASSEMBLY : The Seat is injection moulded in glass filled Polypropylene

compound which is upholstered with fabric upholstery covers and moulded Polyurethane foam.

The Back is injection moulded in glass filled Polypropylene compound which is upholstered with

Mesh fabric (Refer colour chart for seat & Back upholestry in product catalog).

* SEAT SIZE : 50.0cm. (W) x 48.0 cm. (D)

* BACK SIZE : 53.0 cm. (W) x 39.0cm. (H)

HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane seat foam is moulded with density 45±2

kg/m³ and hardness 16±2 kgf as per IS:7888 for 25% compression.

M.S. POWDER COATED FRAMES FOR 4 LEG CHAIRS :The powder coated ( DFT 50±10 microns) welded tubular

main frame is made from Ø 2.54 ± 0.03 cm x 0.2 ± 0.016 cm and Ø1.6±0.3mm x 0.16 ± 0.0128cm M.S. E.R.W

tube. The Ø1.9 ±0.3mm x 0.12 ±0.0096 cm M.S.E.R.W. tube used as connecting member between LH & RH

182 frames. each 66.00 5997.26

Desklet support frame is made from Ø 2.22 ± 0.03 cm x 0.16 ± 0.0128 cm and welded to main frame.

SHOE : The shoes are made of glass filled Polypropylene compound with and pressed fitted with tubular

frame. Felt is provided below the shoes.

ARMREST : The Armrest are made of glass filled Polypropylene compound and

assembled over the tubular frame.

WIDTH (W): 63.0 CM.

DEPTH (D): 58.5 CM.

HEIGHT (H): 86.5 CM.

SEAT HEIGHT (SH): 46.0 CM.

Ahmedabad Municipal Corporation 36 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Recta - 1200 W * 600 D - per workstation PART-I : CIVIL WORK

* PROVIDING AND PLACING 52.4MM THICK 1200 MM HIGH PANELS ALONG SPINE IN WISH SYSTEM. WITH

COMBINATION OF METAL RACEWAY AT BOTTOM, TWO INTERMEDIATE FABRIC BLOCKS, TOP TILE - FABRIC

TACKABLE, WHITE BOARD. PROVIDING POWDER COATED LEGS.

* PROVIDING 22.8 MM THICK PANEL WITH BOTTOM METAL SCREEN, INTERMEDIATE FABRIC SCREENS & TOP

SCREEN IN FABRIC MAGNETIC FINISH. NOVA FREE STANDING PEDESTAL WITH FLAT METAL FRONT OF SIZE

390W X 435D X 646HT, 1DR = 1 BOX + 1 FILE, CENTRAL LOCKING.

Penta 1500 W * 1500 W * 600 D - per workstation

* PROVIDING AND PLACING 52.4MM THICK 1200 MM HIGH PANELS ALONG SPINE IN WISH SYSTEM. WITH

COMBINATION OF METAL RACEWAY AT BOTTOM, TWO INTERMEDIATE FABRIC BLOCKS, TOP TILE - FABRIC

TACKABLE, WHITE BOARD. PROVIDING POWDER COATED LEGS.

* PROVIDING 22.8 MM THICK PANEL WITH BOTTOM METAL SCREEN, INTERMEDIATE FABRIC SCREENS & TOP

SCREEN IN FABRIC MAGNETIC FINISH. NOVA FREE STANDING PEDESTAL WITH FLAT METAL FRONT OF SIZE

390W X 435D X 646HT, 1DR = 1 BOX + 1 FILE, CENTRAL LOCKING.

TOTAL FOR Furniture Work -

Ahmedabad Municipal Corporation 37 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and laying plinth protection to building incl. excavation in ordinary soil, 100mm thick 450mm wide

P.C.C. 1:5:10 with 230mm x 450mm height toe wall in brick masonary in 1:6, filling with good soil, 100mm

thick P.C.C. 1:3:6 and finishing with 40mm thick IPS in cement mortar 1:2:4(1 Cement : 2 sand : 4 graded

185 stone aggregate ) and Broom finishing (plaster 10 mm )with Square line(0.20 X 0.20) marking on Top and Sq.m. 279.00 1344.03

Side )and curing As per Archetectural drawing and detailed and directed by Enineer in charge. Only finished

top area will be measured

Earthwork for Embankment including breaking clods, dressing with all lead and lift, Royalty fees,

transporting to site, preading, grading to required slopes and including watering, rolling and consolidation of

subgrades in layers at O. M. C. to require dry density including filling the depression which occur during the

process using power rollers 8T to 10T (A) From borrow pits with in land or plot area.

Box cutting the road surface to proper slope and camber for making a base for road work including rolling

with vibratory roller of 8 to 10 tone capacity with plain or pad foot drum or pneuamatic tyred roller of

adequate capacity capable of acheiving required compaction in required camber, dry and wet etc. rolling

comlplete as directed removing the excavated stuff and depositing on road side etc. complete, as directed up

Providing and laying Granular Sub-Base material having P.I. not more than 6 of well graded B.T. material,

mixed in a mechanical mix plant at OMC, including spreading and consolidation by 8-10 tonne power roller to

188 required camber and grade including cost of water and hire charges of machinery including T&P with all lead Cu.M 785.00 309.07

(Compacted thickness to be measured) as per MoRTH specification table 400-1, 400-2

Providing, laying, spreading and compacting Wet Mix Macadam (as per table 400 - 10 and 400 - 11) of well

graded stone aggregate to specification including premixing the Material with water at OMC in mechanical

mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers

189 with motor grade/Front end Loader/paver finisher, in sub base/base course on a well prepared under base Cu.M 688.00 928.14

and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricating

and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using

cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in

appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie

bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface

vibrators, levelling to required slope/ camber including Vaccume Dewatering, finishing with required texture,

including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/

expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine,

190 providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- Cu.M 551.00 9201.10

charge The Rate shall also includes providing and mixing hardener compound of approve make @ rate of

350ml per 50Kg of cement or as per manufacturer specification. (Item of joint fillers, sealants, dowel bars

with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is

payable/ recoverable separately. Cement concrete to be manufactured in automatic batching plant (RMC

plant) including transportation to site in transit mixer

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS

191 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level Sq.m. 6223.80 686.90

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

Providing and fixing pre cast concrete kerb stone of gray cement based concrete block 30 cm. length, 30 cm.

height 15 cm. thick of M-250 grade concrete as per approved design and including excavation for fixing in

proper line and level filling the joint with C.M. 1:3 etc complete.

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having

with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades

in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of

193 cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with Sq.m. 122.00 1663.82

white cement mixed with matching pigments etc. complete as per direction of Engineer-in Charge.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making

the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-

Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board

having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing

bitumen compound grade A.)

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in per cm

roads / pavements all complete as per direction of the Engineer-in-Charge. depth per

Ahmedabad Municipal Corporation 38 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Painting runway/taxi track/apron marking with adequate nos of coats to PART-I : CIVILfinish

give uniform WORK with road

marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail

dirt, scales, oil, grease and other foreign material etc. and lining out complete.

Pinting and lettering with enamel paint 3- coats etc

complete.(v) Road sign board.

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet,

face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting

conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including

subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by

an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-

4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of

M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S.

angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with

198 base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, Each 10.00 7045.89

providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of

synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc

chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of

aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming

coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-

charge. (I) Mandatory/ Regulatory sign boards of 900 mm diametre with

support length of 3750 mm

(II) Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support

length of 3650 mm

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick

aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro

reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters,

borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade,

pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure

conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means

of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery

as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or

more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming

coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from

the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction

of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular

area of the sheet only shall be measured for payment).

Providing and fixing 3M or Avery Dennison brand Median Marker or equivalent made of tough impact

resistant injection moulded thermoplastic body confirming to ASTM D256 Standards having flourecent micro

prismatic sheeting of 100 mm dia conforming to type-XI as per ASTM D4956 Standerds on both side the

201 Median Marker.The Slope of reflective surface shall be 15 degrees to base.The Median Markers shall be fixed each 202.00 363.60

to the concrete surface using the adhesive and screws as per procedure recommended by the manufacture

and as per direction of Engineer in charge

Supplying and fixing Delinator Made out of 62.5 mm dia/25 mm dia circular hollow section closed from top

end and height 18 cms fabricated as per drawing painted with epoxy coating colour black with protective grill

reflectorised with retro reflective sheeting spacified with MORTH & H latest specification(B) High Intencity

Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting two coats after

203 filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sq.m. 81.00 58.58

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road, Air fields and like in two coats with

204 road road marking paint , brushing including cleaning the surface of all dirt, dust and other foreign matter. A) Sq.m. 162.00 78.17

Over 10 cm in width

C.R. Base Road Marking Painting lines, dashes, arrow, letters etc. on Road, Air fields and like in two coats with

205 road road marking paint , brushing including cleaning the surface of all dirt, dust and other foreign matter. (ii) Rmt. 81.00 7.78

Up to 10 cm in width

Tree Guard sign Providing and fixing sign boards Made out of 2 MM alluminiumn Sheet size 30 cms diameter

circle. Pre treated with phospheting process and acid etching, painted with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications (B) High Intensity Grade sheet

Supply and Installation of SPEED BREAKER PLASTIC ( 250mm x 50mm x 350mm with 16holes/mtrs. Line

207 Design AntiSkid pattern for Grip with the reflectors on the both sides. Per mtr ( 2 black and 2 yellow).Fitting Rmt. 18.00 2487.93

with concrete mixture & bolting.

Supply and Installation of SPEED BREAKER PLASTIC END CAP ( 250mm x 50mm x 350mm).Fitting with

concrete mixture & bolting.

Supply and Installation of CONVEX MIRROR (ABS Plastic and mirror made of back frame made of

209 unbreakable polycarbondate) - 32'' Inch (800mm) Fitting with wall mount kit, Per Kit 4 Holes Bolt Size - 6 x 50 Nos. 4.00 6219.83

Ahmedabad Municipal Corporation 39 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body PART-I

shall: CIVIL WORK ASA (Acrylic

styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic

lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of

13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5)

degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The

luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as

recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive

conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of

Engineer-in-charge.

Supply and Installation of YELLOW PAINT Demarcating Patta for Vehicle Parking (Oil Paint with primer) with

materials & Labour Cost. Good Company Colour Paint & Primer should be used. Approval for Client is

Required on colour paint & primer Make. Width 150mm Standard size, Car Size 15 x 7.5ft, Two wheelar Size

x 2.5/3ft. 1Coat Primer , 2 Coat Paint)

Supply and Installation of TRAFFIC CONE ( 700mm x 365mm x 50mm) with reflective strips & Rubber Base

and chain attaching facility on the traffic cone

213 Supply and Installation of TRAFFIC CONE CHAIN 'S' Shape Chain - PVC Materials Rmt. 96.00 62.20

Supply and Installation of SPRING POST( Base 75mm x L 750MM) with centre three reflective band( Yellow/

White) Fitting wih Epoxy, Size 12mm x 150L MS bolt with crome, Per Pic 3 Holes.

Supply and Installation of TREE GUARD WITH PLASTIC REFLECTORS( Round Size 150mm size).Fitting with

x 8 Screw with 35 x 10 roll plug, Per Pic 2 Holes

TOTAL FOR ROAD WORK -

Ahmedabad Municipal Corporation 40 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

GENERAL NOTE (TO BE INCLUDED BELOW BOQ)

Rates shall be inclusive of supply, transportation, transit insurance, unloading, installation, testing,

commissioning, and all accessories required for complete and functional installation.

All equipment shall conform strictly to the approved Technical Specifications.

Measurement shall be made per number (Each) unless otherwise specified.

Nothing extra shall be paid for any item required for completion of work.

Motorized Commercial Treadmill (Heavy Duty)

Supply, installation, testing and commissioning of commercial-grade motorized treadmill suitable for

216 institutional gym use, with minimum 6 HP AC motor, speed range up to 25 kmph, incline up to 15%, running No. 5.00 462418.40

deck approx. 1600 x 600 mm, LED display (minimum 21”), user weight capacity minimum 180 kg, integrated

features such as fan, Bluetooth connectivity, preset programs, safety key, and durable aluminium side rails.

Commercial Elliptical Cross Trainer

Supply and installation of heavy-duty self-generating elliptical trainer with electromagnetic resistance

system, minimum 32 resistance levels, LED console (minimum 15”), user weight capacity not less than

kg, and commercial-grade construction suitable for continuous use.

Commercial Recumbent Exercise Bike

Supply and installation of self-powered recumbent exercise bike with electromagnetic resistance, minimum

32 resistance levels, LED console, ergonomic seating, and user weight capacity minimum 180 kg, suitable for

professional gym usage.

Commercial Spinning Bike

219 Supply and installation of heavy-duty indoor spinning bike with magnetic resistance system, adjustable seat No. 1.00 108215.44

and handle, steel frame construction, and user weight capacity minimum 150 kg.

Air Resistance Rowing Machine

Supply and installation of commercial air-resistance rowing machine with adjustable resistance levels,

LCD/LED console displaying workout parameters, ergonomic padded seat, chain/fan mechanism, and user

weight capacity minimum 135 kg.

Seated Leg Curl Machine (Pin Loaded)

221 Supply and installation of commercial pin-loaded seated leg curl machine with adjustable seating and roller No. 1.00 312251.60

pads, minimum 95 kg weight stack, cable-driven pulley system, and heavy-duty steel construction.

Leg Extension Machine (Pin Loaded)

Supply and installation of commercial pin-loaded leg extension machine with adjustable seat and shin pad,

minimum 95 kg weight stack, smooth pulley mechanism, and robust steel frame suitable for institutional

Chest Press Machine (Pin Loaded)

223 Supply and installation of pin-loaded chest press machine with adjustable seat, ergonomic press arms, No. 1.00 312251.60

minimum 95 kg weight stack, and commercial-grade steel construction.

Shoulder Press Machine (Pin Loaded)

224 Supply and installation of pin-loaded shoulder press machine with adjustable seat height, knurled handles, No. 1.00 312251.60

minimum 95 kg weight stack, and smooth cable-driven operation.

Rear Delt / Pec Fly Machine (Pin Loaded)

225 Supply and installation of dual-function rear deltoid and pec fly machine with adjustable arms, minimum 95 No. 1.00 312251.60

kg weight stack, ergonomic seating, and commercial-duty construction.

Assisted Dip / Chin-Up Machine (Pin Loaded)

226 Supply and installation of pin-loaded assisted dip and chin-up machine with adjustable knee platform, No. 1.00 312251.60

minimum 95 kg counterweight stack, and heavy-duty steel frame.

45-Degree Leg Press Machine

227 Supply and installation of plate-loaded 45-degree leg press machine with heavy-duty frame, high-density No. 1.00 315588.64

padding, load capacity minimum 400 kg, and non-slip footplate.

Seated Cable Low Row Machine (Pin Loaded)

228 Supply and installation of pin-loaded seated low row machine with adjustable footrest, ergonomic grip No. 1.00 312251.60

handles, minimum 95 kg weight stack, and smooth cable pulley system.

Functional Trainer – Dual Adjustable Pulley (Pin Loaded)

229 Supply and installation of multifunctional pin-loaded functional trainer with dual adjustable pulleys, stainless No. 1.00 376608.80

steel grips, heavy-duty steel frame, and minimum total weight stack of 2 x 90 kg.

Lat Pulldown / Long Pull Machine (Pin Loaded)

230 Supply and installation of pin-loaded lat pulldown and long pull combination machine with adjustable thigh No. 1.00 333704.00

pads, minimum 95 kg weight stack, and commercial-grade pulley system.

Seated Calf Raise Machine

231 Supply and installation of seated calf raise machine with plate-loading arrangement, heavy-duty steel No. 1.00 71508.00

construction, adjustable knee pad, and load capacity minimum 150 kg.

Flat Workout Bench

232 Supply and installation of commercial flat bench with powder-coated steel frame, high-density padding, non- No. 1.00 47195.28

slip feet, and user capacity minimum 150 kg.

233 Supply and installation of commercial utility bench with ergonomic padding, steel frame, wide seating No. 1.00 50532.32

surface, and minimum user capacity of 150 kg.

Adjustable FID Bench (Flat/Incline/Decline)

234 Supply and installation of heavy-duty adjustable FID bench with multiple backrest and seat adjustment levels, No. 2.00 82949.28

premium padding, and total load capacity minimum 600 kg.

Olympic Flat Bench Press Station

235 Supply and installation of Olympic flat bench press station with integrated barbell supports, heavy-duty steel No. 1.00 126235.46

frame, wide padded bench, and safety spotting arrangement.

Ahmedabad Municipal Corporation 41 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Olympic Incline Bench Press Station PART-I : CIVIL WORK

236 Supply and installation of Olympic incline bench press station with adjustable incline, barbell rack supports, No. 1.00 123470.48

robust steel construction, and non-slip base.

Olympic Decline Bench Press Station

237 Supply and installation of Olympic decline bench press station with secure leg hold-downs, barbell supports, No. 1.00 123470.48

heavy-duty frame, and professional gym-grade padding.

Standing Preacher Curl Bench

238 Supply and installation of standing preacher curl bench with heavy-duty frame, padded arm support, and No. 1.00 125854.08

barbell support arrangement suitable for commercial gyms.

Two-Tier Dumbbell Storage Rack

239 Supply and installation of two-tier dumbbell storage rack made of heavy-duty steel sections, capable of No. 2.00 81042.40

holding minimum 20 dumbbells, with rubber-coated cradles.

Rubber-Coated Dumbbell Set (2.5 kg to 25 kg)

240 Supply of complete rubber-coated dumbbell sets with chrome-finished knurled handles, weight increments No. 2.00 163991.68

of 2.5 kg, suitable for commercial gym use.

Olympic Rubber Weight Plates – 2.5 kg

241 Supply of Olympic-standard rubber-coated weight plates with stainless steel inserts, 50 mm bore size, No. 6.00 1748.13

compliant with commercial gym standards.

Olympic Rubber Weight Plates – 5 kg

Supply of Olympic-standard rubber-coated weight plates with stainless steel inserts, 50 mm bore size.

Olympic Rubber Weight Plates – 10 kg

Supply of Olympic-standard rubber-coated weight plates with stainless steel inserts, 50 mm bore size.

Olympic Rubber Weight Plates – 20 kg

Supply of Olympic-standard rubber-coated weight plates with stainless steel inserts, 50 mm bore size.

Olympic Barbell – 20 kg

245 Supply of heavy-duty Olympic barbell, 7.2 feet length, 20 kg weight, 50 mm sleeve diameter, suitable for No. 2.00 12612.01

professional lifting applications.

EVA Gym Exercise Mat

246 Supply of high-density EVA gym mats, minimum thickness 15 mm, anti-slip surface, suitable for floor No. 10.00 5629.11

exercises and stretching activities.

TOTAL FOR GYM EQUIPMENTS -

Ahmedabad Municipal Corporation 42 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

PART-I : CIVIL WORK

MISCELLANEOUS WORK

Making and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC

member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including grouting

hole with polymer mortar based chamical scafolding, safety majors, disposing the debris, cleaning for any levels/

247 any height as per structural consultant's drawing, after approval of engineer in charge etc compele. Measurement Rmt 25.00 18584.00

will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised

agency.(including grouting hole with polymer mortar based chemical) A - Holes upto 100mm dia (work for all

Making and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC

member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including grouting

hole with polymer mortar based chamical scafolding, safety majors, disposing the debris, cleaning for any levels/

248 any height as per structural consultant's drawing, after approval of engineer in charge etc compele. Measurement Rmt 25.00 25553.00

will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised

agency.(including grouting hole with polymer mortar based chemical) A - Holes from 101 to 150mm dia (work

for all floors)

Making and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC

member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including grouting

hole with polymer mortar based chamical scafolding, safety majors, disposing the debris, cleaning for any levels/

249 any height as per structural consultant's drawing, after approval of engineer in charge etc compele. Measurement Rmt 5.00 34845.00

will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised

agency.(including grouting hole with polymer mortar based chemical) A - Holes from 151 to 200mm dia. (work

for all floors)

Making and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC

member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including grouting

hole with polymer mortar based chamical scafolding, safety majors, disposing the debris, cleaning for any levels/

250 any height as per structural consultant's drawing, after approval of engineer in charge etc compele. Measurement Rmt 5.00 46460.00

will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised

agency.(including grouting hole with polymer mortar based chemical) A - Holes from 201 to 250mm dia. (work

for all floors)

Making and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam or any other RCC

member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including grouting

hole with polymer mortar based chamical scafolding, safety majors, disposing the debris, cleaning for any levels/

251 any height as per structural consultant's drawing, after approval of engineer in charge etc compele. Measurement Rmt 5.00 75497.50

will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised

agency.(including grouting hole with polymer mortar based chemical) A - Holes from 251 to 300mm dia. (work

for all floors)

Providing in position PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for

services wherever pipes pass through walls / slabs / beam. All pipes shall be accurately cut to the required

sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying. Open ends

252 of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Measurement should be Rmt 110.00 835.15

taken up to two decimal. (minimum 0.01 mt.). Rate shall be inclusive of removal of sleeves before water

proofing or grouting. For all floors / any levels / any heights. a) 110mm dia

Providing in position PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for

services wherever pipes pass through walls / slabs / beam. All pipes shall be accurately cut to the required

sizes, laid as per drawing, kept in the position while concreting, and burrs removed before laying. Open ends

253 of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. Measurement should be Rmt 110.00 831.22

taken up to two decimal. (minimum 0.01 mt.). Rate shall be inclusive of removal of sleeves before water

proofing or grouting. For all floors / any levels / any heights. b) 160mm dia

Rebaring in Heavy loading Condition:

Supplying, Drilling/Cleaning hole and injecting Hilti make ETA approved HIT-RE500-V4 chemical. The product

should be approved by EAD 332402/ 330087, ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic

approval in Rebars to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +80

deg C. The chemical should have ETA for service life of 100 years and is to be tested for water tightness.

Application to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per

EC2 TR023/ HIT Rebar Method/ TR 069 or relevant tested and accepted rebar guidelines. Drilling hole with

Safe-set Hollow Drill Bit technology to ensure dust-free clean holes and proper bonding of chemical to the

required depth, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE

A12 battery dispenser along with piston plug and extension hose for longer depths to ensure no air bubbles

are in the hole and then fixing rebar, conducting occasional site inspection, executing work by trained

personnel and occasional supervision from the manufacturer’s representative in India. The installation and

the setting instructions should be strictly followed as per the manufacturer’s recommendations. The rebaring

connections shall be designed in software and embedment of rebars to be decided as per PROFIS Software

report & the report to be submitted to the project manager/ design engineer for approval. Scanning before

drilling to be done with HILTI PS300 tool to avoid hitting existing rebars.

254 Chemical Rebars for 8mm dia rebar at 160mm depth No 160.00 523.84

255 Chemical Rebars for 10mm dia rebar at 200mm depth No 160.00 752.65

256 Chemical Rebars for 12mm dia rebar at 240mm depth No 160.00 1047.67

257 Chemical Rebars for 16mm dia rebar at 320mm depth No 160.00 1799.16

258 Chemical Rebars for 20mm dia rebar at 400mm depth No 75.00 3499.60

259 Chemical Rebars for 25mm dia rebar at 500mm depth No 75.00 7195.49

260 Chemical Rebars for 32mm dia rebar at 640mm depth No 75.00 13279.43

Ahmedabad Municipal Corporation 43 of

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ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Chemical Anchor Fasteners: PART-I : CIVIL WORK

Supplying, Drilling/Cleaning hole and injecting Hilti make ETA approved HIT-HY200-R-V3 chemical. Application

to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per EC2 TR023/ HIT

Rebar Method/ TR 069 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval

for 100 years service life & seismic rebar as a minimum qualifying criteria. Drilling hole with Safe-set Hollow Drill

Bit technology to ensure dust-free clean holes and proper bonding of chemical to the required depth, filling resin

and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along

with piston plug. The installation and the setting instructions should be strictly followed as per the

manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS

Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before

drilling to be done with HILTI PS300 tool to avoid hitting existing rebars.

261 Chemical Rebars for 8mm dia rebar at 160mm depth No 160.00 423.95

262 Chemical Rebars for 10mm dia rebar at 200mm depth No 160.00 609.79

263 Chemical Rebars for 12mm dia rebar at 240mm depth No 160.00 847.90

264 Chemical Rebars for 16mm dia rebar at 320mm depth No 160.00 1457.68

265 Chemical Rebars for 20mm dia rebar at 400mm depth No 75.00 2835.22

266 Chemical Rebars for 25mm dia rebar at 500mm depth No 75.00 5829.57

Expansion Joint: Supply and installation of SJPF 200, this flush mounted metal floor cover is designed for

interior or exterior applications & Self-centring aluminium centre plate remains flush during thermal

movement, but temporarily displaces and slides over floor surface during seismic movement with the help of

spring steel turn bar assembly. The standard loading is 500 lbs for this model and the product will be

supplied in Mill finish. The vapour barrier shall be incorporated in case of water resistant treatment

• Extrusion: SJPF model is extruded with 6063-T5, ASTM B221

2. Type: Cover plate.

3. Cover Plate Design: 3mm thk. plate.

4. Attachment Method: Mechanical anchors.

5. With 1 mm EPDM vapour barrier

Nominal Joint Width: 51mm

Minimum Joint Width: 25mm

Maximum Joint Width: 89mm

Make - Construction Specialties CS

Approved make Construction Specialties International (India) Private Limited/ Vedafrance/Vexcolt.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of

269 unserviceable materials with all lead and lift.(ii) In Cement Mortar. Cu.m 100.00 550.40

270 Supplying of Dust bin of Plastc made with Wheel as per photographs of 100 Liter Capacity Cu.m 28.00 2411.88

271 Supplying of Dust bin of approved brand Sintex or equivalent (as per photographs) of 240 Liter Capacity Cu.m 10.00 4896.48

Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary fittings

272 and connection etc. complete on terrace lit 5000.00 3.95

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/

expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring

concrete etc. complete :

22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick)

Ahmedabad Municipal Corporation 44 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Construction of Bore well/drilling bore well of required dia for casing/ strainer : CIVIL

pipe, WORK method

prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting

strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries

required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre

depth below ground level.All types of soil: 300 mm diameter Appx. 150 M depth Gravel packing in tubewell

construction in accordance with IS: 4097, including providing gravel fine / medium / coarse, in required

grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 6 cum

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded)

FE 410, mild steel, screwed and socketed / plain ended casing pipes of required dia, conforming to IS:

of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of

approved brand and manufacturer, including required hire & labour charges, fittings and accessories, all

complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum

wall thickness 5.40 mm Appx. 150 m deep Supplying, assembling, lowering and fixing in vertical position in

274 bore well, ERW (Electric Resistance Welded) FE 410, plain slotted (having slot size of 1.6 / 3.2 mm), mild Rmt. Depth 180.00 7725.46

steel, threaded and socketed / plain bevel ended casing pipe (Type A) of required dia, conforming to IS:

of reputed & approved make, having wall thickness not less than 5.40 mm, including painted with outside

surface with two coats of anticorrosive paint of approved brand and manufacturer, including required hire &

labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer-in-charge.

200 mm nominal size dia 20 m Development of tube well in accordance with IS: 2800 (part 1) and IS:

to establish maximum rate of usable water yield without sand content (beyond permissible limit), with

required capacity air compressore, running the compressor for required time till well is fully developed,

measuring yield of well by "V" notch method or any other approved method, measuring static level & draw

down etc. by step draw down method, collecting water samples & getting tested in approved laboratory,

including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools &

accessories etc., all as per requirement and direction of Engineer-in-charge. 8 hrs. Providing and fixing

suitable size threaded mild steel cap or spot welded plate to the top of bore well housing / casing pipe,

removable as per requirement, all complete for borewell of 200 mm clamp Providing and fixing M.S. Clamp

ACP Claddingdiameter

- Design,to Fabrication,

the top of casing / housing

installation tube

stick well asHandover

system. per IS: 2800 (part 1),

of 4mm including

aluminium composite straight cladding of approved make in solid or regular shade as per architect's approval

using grid work of prefabricated aluminium extruded sections. The fastening brackets of MS hot dip. Anchor

fasteners, nut bolts, screw, D.C.-789 weather silicone sealant, backer rod & masking tape etc. designed for

275 12mm groove in horizontal & 12 mm groove in verticals with close joint system.Including all necessary Sqmt 110.00 6310.42

hardware & Labour etc. With 4mm thick-0.5mm acp solid regular shade sheet cost include.4mm-0.5mm

Thick ACP Cladding Sheet Solid Regular Shade-Alu decor With Alu. Frame- Closed Joint. Rate includes

scaffolding, loading, unloading and internal shifting of material.

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the

surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes are made deeper or shallower

than 3.5M. for Piles of following diameter.(iii) 300 mm

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and

frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix (1- Cement :2-Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and

frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter sewer.

Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard pattern) te weight

280 of cover to be not less 4.53 Kg.) Each 25.00 496.72

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including 500mm x 450mm C.I.

281 horizontal grating wih frame complete. Each 15.00 2017.19

Ahmedabad Municipal Corporation 45 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

Constructing brick masonry chamber for underground C.I. Inspection chamber PART-I

with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm

and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x

mm and 450mm deep for pipe line with one or two inlets.

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. )(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm

size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete etc. complete.(iii) Inside dimensions 600mm x

mm and 450mm deep for pipe lines with three or more inlets.

Extra over items 283 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick

285 masonry chamber.(ii) for 500mm x 700mm size. Each 15.00 264.86

Extra over items 284 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick

masonry chamber.(iii) for 600mm x 850mm size.

287 C.I. Cover with frame 455mm x 610mm for OHWT and UGWT Each 22.00 820.84

TOTAL FOR MISCELLANEOUS WORK -

Ahmedabad Municipal Corporation 46 of

NAME OF WORK : CONSTRUCTION OF NEW SPORTS COMPLEX AT TP 301, FP 246 INCLUDING CIVIL, MEPF AND MISCELLANEOUS WORK AT BHADAJ AREA, THALTEJ WARD NORTH

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

ITEM NO. Item Description Unit Total Qty Total Rate Total Amount

LANDSCAPE AND: CIVIL WORK WORK

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth

measured in stacks will be reduced by 20% for payment).

Supplying and stacking of well decayed cattle manure at site including

289 royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for cu.m 290.00 2903.75

290 Spreading of cow dung manure and good earth in required thickness as per direction of officer-in- charge cu.m 1666.00 220.69

291 Mixing earth and manure in the required proportion specified or directed by the Officer-in-charge cu.m 1666.00 174.23

Filling mixture of earth and manure in the desired proportion in trenches, flooding with water and leveling

(cost of supplying earth and sludge or manure and mixing excluded).

Preparation of mounds of various size and shape by available excavated / supplied earth in layers not

293 exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift cu.m 260.00 557.52

upto 1.5 m complete as per direction of Officer-in-charge.

Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground

prepared with proper level and ramming with required tools wooden and than rolling the surface with light

roller make the surface smoothen and light watering the same maintenance for

30 days or more till the grass establish properly,as per direction of officer in charge

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in

the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% :

1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of

rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or

extra good earth if needed to be paid for separately)

Holes 90 cm dia, and 90 cm deep

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per

direction of officer in charge (excluding cost of plant & water) Shrubs Plant

Planting tree by removing tree from polybags / drum and placing the rootball in pit by means of men power