Redevelopment of Nani Sulpad Garden for Vapi Municipal Corporation, Vapi.

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

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

and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable 0.35 Hectare ₹ 1,08,824.63 ₹ 38,088.62 26117B

materials (B) By manual in area of light jungle

2 Taking out existing cement concrete (CC) interlocking paver blocks from garden/footpath,

including careful removal, clearing of rubbish, stacking of serviceable blocks within 50 m lead,

disposal of unserviceable material to dumping ground (lead as directed), and making good the 835.00 Sqm ₹ 83.55 ₹ 69,764.25 Market Rate

area as directed by Engineer-in-Charge. All labour, tools, transport, lead & lift, and contractor’s

taxes included.

3 Demolishing/Dismentaling existing brick masonry / stone masonry structure, small sheds, planter

walls,gazebo,play equipment) manually or by mechanical means, stacking serviceable material

within site, and removing and disposing of unserviceable material to dumping ground including 19.50 Cum ₹ 544.95 ₹ 10,626.53 20003B

all lead & lift as directed. Rate includes cutting, hacking, removal of plaster where required and

COMPOUND WALL AND GATE CONSTRUCTION

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

materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 17.33 Cum ₹ 115.92 ₹ 2,008.89 04001A

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 0.90 Cum ₹ 9,833.70 ₹ 8,850.33 05010AA

Foundation and Plinth

6 Brick work using common burnt clay building bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 4.50 Cum ₹ 7,132.25 ₹ 32,095.13 06001AA

7 Providing formwork of ordinary timber planking so as to give a rough finish including centering

shuttering strutting and propping etc. Height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 5.80 Sqm ₹ 8,320.05 ₹ 48,256.29 09001AA

concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

8 Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

3.00 Cum ₹ 107.85 ₹ 323.55 Market Rate

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from natural sources)

9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level. 195.06 kg ₹ 75.46 ₹ 14,719.23 05014C

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

including watering, ramming and consolidating etc. complete. 9.82 Cum ₹ 254.00 ₹ 2,494.28 04008A

11 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 Per 6131_paret-II Consentration

Weight one percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % 4.05 Cum ₹ 6,112.35 ₹ 24,755.02

concrentration inclusive of one litre chemical emulsion appication at the rate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

12 Brick work using common burnt clay building bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Conventional 3.91 Cum ₹ 4,124.97 ₹ 16,128.63 06002BA

13 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

brick walls for interior plastering upto floor two level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) 31.68 Sqm ₹ 151.68 ₹ 4,805.22 17002B

14 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack 1.68 Q ₹ 8,958.28 ₹ 15,049.91 11002AA

rafters, purlins conneted to common rafters and the like

15 Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates

16 Painting two coats (excluding 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 5.63 Sqm ₹ 86.94 ₹ 489.47

including cleanicn the surface of all dirt, dust and other foreign matter.

17 Providing and fixing post and pipe railing as per detailed drawing including 3 coats of painting to

steel works complete. 14.40 Rmt ₹ 1,193.18 ₹ 17,181.79 27097A

EXISTING COMPOUND WALL PAINT WORK

18 Painting one coats (excluding priming coat) on previously painted steel and other metal surface

with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust

and other foreign matter. 459.00 Sqm ₹ 54.81 ₹ 25,157.79

19 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an

required shape even shade after thoroughly brushing the surface to remove all dirt, and remains

of loose powdered materials.etc complete 459.00 Sqm ₹ 113.40 ₹ 52,050.60

TOTAL CIVIL WORK- A RS. ₹

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.01

MEASUREMENTS FOR CONSTRUCTION OF MAIN GATE

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

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

up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (B) By manual in area

of light jungle

GARDEN SITE AREA 1 1 Area 3535

2 Taking out existing cement concrete (CC) interlocking paver blocks from garden/footpath, including careful

removal, clearing of rubbish, stacking of serviceable blocks within 50 m lead, disposal of unserviceable material to

dumping ground (lead as directed), and making good the area as directed by Engineer-in-Charge. All labour, tools,

transport, lead & lift, and contractor’s taxes included.

EXISTING PAVERS OF GARDEN 1 1 Area 835

3 Demolishing/Dismentaling existing brick masonry / stone masonry structure, small sheds, planter

walls,gazebo,play equipment) manually or by mechanical means, stacking serviceable material within site, and

removing and disposing of unserviceable material to dumping ground including all lead & lift as directed. Rate

includes cutting, hacking, removal of plaster where required and cleaning site.

EXISTING SHADE/GAZEBO 1 1 6.00 3.250

COMPOUND WALL AND GATE CONSTRUCTION

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

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

MASONARY FOOTING (upto NGL) 1 1 16.00 0.6 1.200

COLUMN FOOTING 1 4 1.1 1.1 1.20

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

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

BRICK MASONARY FOOTING 1 1 16.00 0.50 0.08

COLUMN FOOTING 1 4 1 1 0.08

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.01

MEASUREMENTS FOR CONSTRUCTION OF MAIN GATE

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

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

foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

BRICK MASONARY FOOTING 1 1 16.00 0.38 0.75

7 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings

Bases of Columns etc. and Mass concrete.

COLUMN FOOTING (RAFT FOUNDATION) 2 4 0.90 0.9 0.38

8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources)

COLUMN FOOTING (RAFT FOUNDATION) 1 4 0.90 0.9 0.38

9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

complete upto floor two level.

RAFT FOUNDATION

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.01

MEASUREMENTS FOR CONSTRUCTION OF MAIN GATE

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

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

ramming and consolidating etc. complete.

TOTAL EXCAVATION 17.33 …A

PCC-MASONARY FOOTING -0.900

MASONARY WORKS-MASONARY FOOTING -4.500

CONCRETE WORK -3.004

11 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 Per 6131_paret-II 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

BRICK MASONRY 1 1 17.6 0.23

(@ 1.5 ltr/sqm)

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

foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional

BRICK MASONARY WITH EXT. LEVEL 1 1 14.90 0.23 1.00

BRICK MASONARY FOR SIGNAGE 1 1 2.10 0.23 1.00

13 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

PLASTER ON BRICK MASONARY 1 1 17.60 1.80

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.01

MEASUREMENTS FOR CONSTRUCTION OF MAIN GATE

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

14 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like

MAIN GATE @ 32kg/sqm 1 1 3.50 1.50

15 Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates complete.

BRICK MASONARY WALL @ 2.5kg/sqm 1 1 13.10 1.80

16 Painting two coats (excluding 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 cleanicn the surface of all

dirt, dust and other foreign matter.

MAIN GATE 1 1 3.75 1.50

17 Providing and fixing post and pipe railing as per detailed drawing including 3 coats of painting to steel works

RAILING ON COMPOUND WALL 1 1 16.00 0.90

EXISTING COMPOUND WALL PAINT WORK

18 Painting one coats (excluding priming coat) on previously painted steel and other metal surface with enamel

paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

EXISTING COMPOUND WALL RAILING 1 1 255.00 1.80

19 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape

even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc

EXISTING COMPOUND WALL 1 1 255.00 1.80

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.01

MEASUREMENTS FOR CONSTRUCTION OF MAIN GATE

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

NANI SULPAD GARDEN,VAPI Sub Est. No.02

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR CONSTRUCTION OF WALKWAY AND KERBING

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

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

1 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 135.00 Cum ₹ 115.92 ₹ 15,649.20 04001A

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required

2 camber and gradient (excluding spreading of Blindage)(iv) Chipping varying from 6mm to 72.00 Cum ₹ 253.58 ₹ 18,257.76 26018C

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

3 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 27.00 Cum ₹ 3,646.87 ₹ 98,465.49 05010AA

Foundation and Plinth

Providing and filling sand in between the top and bottom plugs with good sand in layers

4 including compacting as directed. 16.20 Cum ₹ 475.65 ₹ 7,705.53

Providing and laying selected interlocking cement concrete paver blocks of approved

manufacturer/brand, thickness 60 mm (or as specified), of required size, shape and colour as

directed by the Architect/Engineer-in-Charge, laid in required pattern over 50 mm thick

5 compacted sand bed on well prepared sub-base, filling joints with clean sand, compacting with 360.00 Sqm ₹ 1,850.00 ₹ 6,66,000.00 Market Rate

plate vibrator, including all materials, labour, tools, plant, equipment, transport, lead & lift,

curing and complete execution in accordance with approved specifications and instructions of

Architect/Engineer-in-Charge.

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

6 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 112.50 Cum ₹ 115.92 ₹ 13,041.00 04001A

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

7 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 11.25 Cum ₹ 3,646.87 ₹ 41,027.29 05010AA

Foundation and Plinth

Brick work using common burnt clay building bricks having crushing strength not less than

8 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 40.25 Cum ₹ 4,345.02 ₹ 1,74,887.06 06001AA

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200 grade concret as per approved design and

including excavation for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.02

MEASUREMENTS FOR CONSTRUCTION OF WALKWAY AND KERBING

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

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

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

WALKWAY EXCAVATION 1 1 Area 360.00 0.375

2 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and

gradient (excluding spreading of Blindage)(iv) Chipping varying from 6mm to 25mm size.

WALKWAY RUBBLE SOILING 1 1 Area 360.00 0.200

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

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

WALKWAY PCC 1 1 Area 360.00 0.075

4 Providing and filling sand in between the top and bottom plugs with good sand in layers including compacting

SAND FOR WALKWAY 1 1 Area 360.00 0.045

5 Providing and laying selected interlocking cement concrete paver blocks of approved manufacturer/brand,

thickness 60 mm (or as specified), of required size, shape and colour as directed by the Architect/Engineer-in-

Charge, laid in required pattern over 50 mm thick compacted sand bed on well prepared sub-base, filling joints

with clean sand, compacting with plate vibrator, including all materials, labour, tools, plant, equipment,

transport, lead & lift, curing and complete execution in accordance with approved specifications and

instructions of Architect/Engineer-in-Charge.

PAVER BLOCK FOR WALKWAY 1 1 Area 360.00

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.02

MEASUREMENTS FOR CONSTRUCTION OF WALKWAY AND KERBING

Sr.N Item Description Unit No Length Breath/Wi Depth/He Quantity Total

o. dth ight Quantity

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

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

KERBING EXCAVATION ENTIRE GARDEN 1 1 500.00 0.30 0.750

7 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

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

KERBING PCC 1 1 500.00 0.30 0.075

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

foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

BRICK WORK UNDER KERBING 1 1 500.00 0.23 0.350

9 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

KERBING 1 1 500.00

NANI SULPAD GARDEN,VAPI Sub Est. No.03

GUJ-SOR (2024-25)

QUANTITY ABSTRACT FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Item No. Item Description Quantity Unit Rate Amount Rate Ref. Item Code

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

1 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 147.32 Cum ₹ 115.92 ₹ 17,077.33 04001A

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

2 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 10.88 Cum ₹ 3,646.87 ₹ 39,677.95 05010AA

Foundation and Plinth

Brick work using common burnt clay building bricks having crushing strength not less than

3 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 79.13 Cum ₹ 4,345.02 ₹ 3,43,821.43 06001AA

Providing formwork of ordinary timber planking so as to give a rough finish including centering

shuttering strutting and propping etc. Height of propping and centering below supporting floor to

4 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 54.11 Sqm ₹ 8,320.05 ₹ 4,50,197.91 09001AA

concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone Rate

aggregate 20 mm nominal size derived from natural sources)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level.

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

including watering, ramming and consolidating etc. complete.(Foundation Filling)

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

including watering, ramming and consolidating etc. complete. (Stepped Seating Filling)

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc. complete.

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 Per 6131_paret-II Consentration

10 Weight one percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % 30.82 Cum ₹ 6,112.35 ₹ 1,88,382.63

concrentration inclusive of one litre chemical emulsion appication at the rate of 5 Litre chemical

/ Sqm of surface is recommended as per I.S

Brick work using common burnt clay building bricks having crushing strength not less than

11 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) 59.02 Cum ₹ 4,124.97 ₹ 2,43,455.73 06002BA

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

12 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 38.59 Cum ₹ 3,646.87 ₹ 1,40,732.71 05010AA

Foundation and Plinth

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

14 brick walls for interior plastering upto floor two level and finished even and smooth in (ii) 702.98 Sqm ₹ 151.68 ₹ 1,06,628.01 17002B

Cement mortar 1:4 (1-cement :4-sand)

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 cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm thick

TOTAL CIVIL WORK- A RS. ₹

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.03

MEASUREMENTS FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Sr. Item Description Unit No Length Breath/Wi Depth/He Quantity Total

No. dth ight Quantity

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

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

AMPHITHEATRE EXCAVATION 1 1 134.00 1.000

STAIR WALL EXCAVATION 1 1 18.50 0.60 1.200

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

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

AMPHITHEATRE FOOTING PCC 1 1 134.00 0.075

STAIR WALL PCC 1 1 18.50 0.60 0.075

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

foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

BRICK WORK IN FOUNDATION 1 1 268.00 0.23 0.600

STAIR WALL BRICK WORK IN FOUNDATION 1 2 43.90 0.60 0.800

4 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

STEPPED SITTING FORM WORK

COLUMN FOOTING (RAFT FOUNDATION) 2 15 1.00 1 0.38

STAIR WALL FORM WORK

COLUMN FOOTING (RAFT FOUNDATION) 2 12 1.00 1 0.38

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.03

MEASUREMENTS FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Sr. Item Description Unit No Length Breath/Wi Depth/He Quantity Total

No. dth ight Quantity

5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources)

STEPPED SITTING FORM WORK

COLUMN FOOTING (RAFT FOUNDATION) 1 15 1.00 1 0.38

STAIR WALL FORM WORK

COLUMN FOOTING (RAFT FOUNDATION) 2 12 1.00 1 0.38

6 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

complete upto floor two level.

STEPPED SITTING TMT Bar

RAFT FOUNDATION

STAIR WALL TMT Bar

RAFT FOUNDATION

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

ramming and consolidating etc. complete.

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.03

MEASUREMENTS FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Sr. Item Description Unit No Length Breath/Wi Depth/He Quantity Total

No. dth ight Quantity

TOTAL EXCAVATION 147.32 …A

PCC WORK -10.883

MASONARY WORK (up to NGL) -79.13

CONCRETE WORK (up to NGL) -39.09

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

ramming and consolidating etc. complete.

SOIL FILLING (+0.275 MT) 1 1 Area 32.25 0.275

SOIL FILLING (+0.425 MT) 1 1 Area 3.25 0.425

SOIL FILLING (+0.625 MT) 1 1 Area 12.00 0.625

SOIL FILLING (+0.775 MT) 1 1 Area 8.500 0.775

SOIL FILLING (+0.925 MT) 1 1 Area 53.000 0.925

SOIL FILLING (+1.075 MT) 1 1 Area 26.750 1.075

SOIL FILLING (+1.225 MT) 1 1 Area 33.800 1.225

SOIL FILLING (+1.375 MT) 1 1 Area 24.900 1.375

SOIL FILLING (+1.525 MT) 1 1 Area 19.490 1.525

SOIL FILLING (+1.675 MT) 1 1 Area 52.500 1.675

SOIL FILLING (+1.825 MT) 1 1 Area 13.250 1.825

SOIL FILLING (+2.125 MT) 1 1 Area 42.500 2.125

SOIL FILLING (+2.425 MT) 1 1 Area 5.610 2.425

9 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering, remming

and consolidating etc. complete.

STEPPED SEATING AND STAIR B.B.C.C. 1 1 Area 468.65 0.15

10 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 Per 6131_paret-II 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

BRICK MASONRY 1 1 134 0.23

(@ 1.5 ltr/sqm)

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.03

MEASUREMENTS FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Sr. Item Description Unit No Length Breath/Wi Depth/He Quantity Total

No. dth ight Quantity

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

foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(A) Modular

STEPPED SITTING BRICK WORK

STAIR WALL BRICK WROK

12 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm

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

STEPPED SITTING PCC

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.03

MEASUREMENTS FOR CONSTRUCTION OF STEPPED SITTING (AMPHITHEATRE) + STAIR WALL

Sr. Item Description Unit No Length Breath/Wi Depth/He Quantity Total

No. dth ight Quantity

STAIR - PCC 1 1 Area 62.62 0.10

13 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

PLASTER ON BRICK WALL 1 1 Area 468.65 1.50

14 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 cement

slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm

STEPPED SITTING

STAIR 1 1 Area 62.62

NANI SULPAD GARDEN,VAPI Sub Est. No.04

GUJ-SOR (2024-25)

QUANTITY ABSTRACT FOR CONSTRUCTION OF GARDEN FLOORING (SITE DEVELOPING WORKS)

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

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

1 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 329.45 Cum ₹ 115.92 ₹ 38,189.84 04001A

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including

2 watering, remming and consolidating etc. complete. 109.82 Cum ₹ 594.61 ₹ 65,300.07 04009A

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior

3 plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1- 732.10 Cum ₹ 127.58 ₹ 93,401.32 17001A

Filling in plinth with sand under floors including watering ramming, consolidating and dressing

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

5 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 152.63 Cum ₹ 115.92 ₹ 17,692.87 04001A

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required

6 camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates 30.53 Cum ₹ 475.65 ₹ 14,521.59

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including

7 watering, remming and consolidating etc. complete. 30.53 Cum ₹ 594.61 ₹ 18,153.44 04009A

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

8 including watering, ramming and consolidating etc. complete. 71.23 Cum ₹ 254.00 ₹ 18,092.42 04008A

Providing and laying approved quality natural stone pebbles of uniform shape and approved

colour, machine washed, of size 20 mm to 40 mm as approved by the Architect / Engineer-in- Market

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

10 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 181.79 Cum ₹ 115.92 ₹ 21,073.10 04001A

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

11 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 10.77 Cum ₹ 3,646.87 ₹ 39,276.79 05010AA

Foundation and Plinth

Brick work using common burnt clay building bricks having crushing strength not less than

12 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 98.97 Cum ₹ 4,345.02 ₹ 4,30,026.63 06001AA

Providing formwork of ordinary timber planking so as to give a rough finish including centering

shuttering strutting and propping etc. Height of propping and centering below supporting floor to

13 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 31.57 Sqm ₹ 8,320.05 ₹ 2,62,663.98 09001AA

concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone Rate

aggregate 20 mm nominal size derived from natural sources)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level. 531.59 kg ₹ 75.46 ₹ 40,113.78 05014C

Brick work using common burnt clay building bricks having crushing strength not less than

16 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) 93.97 Cum ₹ 4,124.97 ₹ 3,87,623.43 06002BA

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

17 brick walls for interior plastering upto floor two level and finished even and smooth in (ii) 139.95 Sqm ₹ 151.68 ₹ 21,227.62 17002B

Cement mortar 1:4 (1-cement :4-sand)

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)

18 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 93.94 Sqm ₹ 956.03 ₹ 89,809.46 14012AA

including rubbing and polishing etc. complete. (A) 25mm thick

TOTAL CIVIL WORK- A RS. ₹

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.04

MEASUREMENTS FOR CONSTRUCTION OF GARDEN FLOORING (SITE DEVELOPING WORKS)

Sr.N Item Description Unit No Length Breath/ Depth/H Quantity Total

o. Width eight Quantity

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

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

SAND PIT AREA 1 1 732.10 AREA 0.45

2 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering,

remming and consolidating etc. complete.

SAND PIT AREA BBCC 1 1 732.10 AREA 0.15

3 Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto

floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand)

PLASTER ON BBCC 1 1 732.10 AREA

4 Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete

SAND PIT AREA 1 1 732.10 AREA 0.33

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

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

STONE PEBBLE AREA EXCAVATION 1 1 203.50 AREA 0.750

6 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber

and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.)

STONE PEBBLE AREA W.B.M. 1 1 203.50 AREA 0.150

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.04

MEASUREMENTS FOR CONSTRUCTION OF GARDEN FLOORING (SITE DEVELOPING WORKS)

Sr.N Item Description Unit No Length Breath/ Depth/H Quantity Total

o. Width eight Quantity

7 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering,

remming and consolidating etc. complete.

STONE PEBBLE AREA BBCC 1 1 203.50 AREA 0.150

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

watering, ramming and consolidating etc. complete.

STONE PEBBLE AREA SOIL FILL 1 1 203.50 AREA 0.350

9 Providing and laying approved quality natural stone pebbles of uniform shape and approved colour,

machine washed, of size 20 mm to 40 mm as approved by the Architect / Engineer-in-Charge.

STONE PEBBLE 1 1 203.50 AREA

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

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

SEATING WALL EXCAVATION - 1 1 1 8.10 1.20 1.40

SEATING WALL EXCAVATION - 2 1 1 57.20 1.35 1.10

SEATING WALL EXCAVATION - 3 1 1 17.93 1.35 1.10

SEATING WALL EXCAVATION - 4 1 1 9.50 1.20 1.40

SEATING WALL EXCAVATION - 5 1 1 24.20 1.20 1.40

11 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

SEATING WALL PCC - 1 1 1 8.10 1.10 0.08

SEATING WALL PCC - 2 1 1 57.20 1.30 0.08

SEATING WALL PCC - 3 1 1 17.93 1.30 0.08

SEATING WALL PCC - 4 1 1 9.50 1.10 0.08

SEATING WALL PCC - 5 1 1 24.20 1.10 0.08

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

in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.04

MEASUREMENTS FOR CONSTRUCTION OF GARDEN FLOORING (SITE DEVELOPING WORKS)

Sr.N Item Description Unit No Length Breath/ Depth/H Quantity Total

o. Width eight Quantity

SEATING WALL - 1 (BRICK WORK IN 1 1 8.10 0.75 1.00

SEATING WALL - 2 (BRICK WORK IN 1 1 57.20 1.20 0.75

SEATING WALL - 3 (BRICK WORK IN 1 1 17.93 1.20 0.75

SEATING WALL -4 (BRICK WORK IN 1 1 9.50 0.75 1.00

SEATING WALL - 5 (BRICK WORK IN 1 1 24.20 0.75 1.00

13 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass concrete.

14 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate

mm nominal size derived from natural sources)

15 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in

position complete upto floor two level.

BEAM-BARS FOR SEATING WALL

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

in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(A) Modular

SEATING WALL - 1 1 1 8.10 0.45 2.00

SEATING WALL - 2 1 1 57.20 1.00 0.75

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.04

MEASUREMENTS FOR CONSTRUCTION OF GARDEN FLOORING (SITE DEVELOPING WORKS)

Sr.N Item Description Unit No Length Breath/ Depth/H Quantity Total

o. Width eight Quantity

SEATING WALL - 3 1 1 17.93 1.00 0.75

SEATING WALL - 4 1 1 9.50 0.45 2.00

SEATING WALL - 5 1 1 24.20 0.45 2.00

17 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement

SEATING WALL - 1 1 1 8.10 2.00

SEATING WALL - 2 1 1 57.20 0.75

SEATING WALL - 3 1 1 17.93 0.75

SEATING WALL - 4 1 1 9.50 2.00

SEATING WALL - 5 1 1 24.20 2.00

18 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 cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc.

complete. (A) 25mm thick

SEATING WALL - 1 1 1 8.10 0.45

SEATING WALL - 2 1 1 57.20 1.00

SEATING WALL - 3 1 1 17.93 1.00

SEATING WALL - 4 1 1 9.50 0.45

SEATING WALL - 5 1 1 24.20 0.45

NANI SULPAD GARDEN,VAPI Sub Est. No.05

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR CONSTRUCTION OF FABRICATION

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

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

1 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 14.55 Cum ₹ 115.92 ₹ 1,686.64 04001A

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

2 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 2.89 Cum ₹ 3,646.87 ₹ 10,539.45 05010AA

Foundation and Plinth

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to

3 required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size 5.50 Cum ₹ 475.65 ₹ 2,616.08

aggreagates (H.B.)

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc. complete.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

5 supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced 10.22 Sqm ₹ 170.10 ₹ 1,738.42 09001AA

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass

Providing and laying in position specified grade of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from natural sources)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

placing in position complete upto floor two level.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc.

8 in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 6.55 Cum ₹ 129.10 ₹ 845.61

Supply, fabrication and finishing of MS base plate (200×200×8 mm), IS 2062 grade, cut to size

9 with smooth edges, ready for drilling/welding as required. Suitable for medium-load structural 8.00 Nos ₹ 275.00 ₹

or equipment mounting.

Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel

12 paint, brushing, interior to give an even shade including cleaning the surface an even shade 57.70 Sqm ₹ 86.94 ₹ 5,016.44

including cleanicn the surface of all dirt, dust and other foreign matter.

TOTAL FABRICATION WORK- A RS. ₹

PROJECT : NANI SULPAD GARDEN,VAPI Sub Est. No.05

MEASUREMENTS FOR CONSTRUCTION OF FABRICATION WORK

Sr. Item Description Unit No Length Breath/ Depth/ Quantity Total

No. Width Height Quantity

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

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

COLUMN EXCAVATION 1 6 1 1 1.20

GROUND BEAM EXCAVATION 1 1 35 0.35 0.60

STAGE 1 1 Area 22 0.60

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

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

COLUMN EXCAVATION 1 6 1 1 0.08

GROUND BEAM EXCAVATION 1 1 35 0.3 0.08

STAGE 1 1 Area 22 0.08

3 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and

gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.)

STAGE 1 1 Area 22 0.25

4 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering, remming

and consolidating etc. complete.

STAGE 1 1 Area 22 0.10

5 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding

M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings

Bases of Columns etc. and Mass concrete.

COLUMN FOOTING (RAFT FOUNDATION) 2 6 0.90 0.9 0.38

6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources)

COLUMN FOOTING (RAFT FOUNDATION) 1 6 0.90 0.9 0.38

7 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position

complete upto floor two level.

RAFT FOUNDATION

8 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

TOTAL EXCAVATION 14.55 …A

PCC WORK -2.888

COLUMN FOOTING (up to NGL) -5.110

9 Supply, fabrication and finishing of MS base plate (200×200×8 mm), IS 2062 grade, cut to size with smooth

edges, ready for drilling/welding as required. Suitable for medium-load structural or equipment mounting.

10 Providing and fixing M.S. round holding down or anchor bolts with nuts and washer plates complete. (16mm

Dia., 300mm length , 0.80 kg)

ANCHOR BOLT 1 32

11 Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like

COLUMN @ 9.45kg/sqm 1 6 3.10

BEAM @ 9.45kg/sqm 1 1 42.00

PERGOLA @ 5.72kg/sqm 1 14 3.10

PERGOLA @ 5.72kg/sqm 1 12 4.60

12 Painting two coats (excluding 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 cleanicn the surface of all

dirt, dust and other foreign matter.

PERGOLA AREA 1 1 AREA 57.70

NANI SULPAD GARDEN,VAPI Sub Est. No.06

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR MAKING OF SOFTSCAPE(PLANTATION)

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

Excavation for formation levels and trenches

a. Soil filling grade with mixture as described in Specification. 1058.50 Cum ₹ 500.00 ₹

The qty of excavation for level formation is considered as per formation levels proposed by

landscape architects.

A. Soil mix A shall comprise: True ground

a. Red Soil (70%of total soil) 741.00 Cum ₹ 1,000.00 ₹

b. Sand (15%of total soil) 158.77 Cum ₹ 1,500.00 ₹

c. Organic compost-Farm yard manure (15%of total soil) 158.77 Cum ₹ 2,500.00 ₹

d. Fertilizer (NPK) 15-15-15 350 g/m3 75.00 Kg ₹ 250.00 ₹

B. Chemical Treatment

a. Termiticide 8.00 Ltr. ₹ 1,700.00 ₹

2 SUPPLY OF PLANT CALCULATIONS:

b. NATIVE URBAN FOREST (MIYAWAKI TREES) - 4ft ht. EACH TREE 125.00 Nos ₹ 325.00 ₹

MIX SHRUB ALONG WALKWAY

(Height : 2-3' each shrub)

3 PLANTATION INSTALLATION:

PLANT, TURF GRASS (Selection 1 grass)

"planting of grass ( turf)/ Grass dibbling in Pavers including Fine dressing, removal of stones,

mixing of manure/pesticide in proper proposition, grassing, filling and leveling of fine sand after

first Lawn mowing. The rate shall also include for transportation of Employer supplied materials, 310.20 Sqm ₹ 120.00 ₹

loading from Nursery/store/yard & unloading at site, refilling of soil & watering with the help of

irrigation system, Necessary staking to support the plants etc. complete as directed by Eic. Grass

(Selection 1)lawn, fertilisers and other consumables are provided by the Employer free of cost."

b. NATIVE URBAN FOREST (MIYAWAKI TREES)

Implementation with soil mix that include soil compost, or other growth material along with

stack support for trees.

c. PLANTATION ALONG WALKWAY 186.90 Sqm ₹ 200.00 ₹

Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

4 from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black 12.00 Nos ₹ 5,848.00 ₹ 70,176.00 26093C

and white bends. The details of symbol foreach board shall be as per theinstruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Provides water supply requirement for the proposed Garden which includes Pumping works,

HDPE water tank, Pipe network including all fittings, valves etc complete as per the issued

5 drawings, detailed specification and to the approval of PM and as per the satisfaction of 1.00 LSM ₹ 1,75,000.00 ₹

engineer in charge.

TOTAL COST FOR SOFTSCAPE ₹

NANI SULPAD GARDEN,VAPI Sub Est. No.07

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR PLAY EQUIPMENTS-GYM EQUIPMENTS

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

Supplying and fixing in position outdoor gym equipment for public garden use (e.g., Double

Air Walker, Twister, Sit-Up Bench, Pull-Up Bar, Rowing Machine, Shoulder Wheel, etc.) made

1 of heavy duty MS pipe sections with powder coating, anti-rust treatment, weather-resistant

finish, bearings/fixtures, anchored firmly in PCC/RCC foundation as per manufacturer’s

specification, complete including installation, testing and handing over as per direction of

Engineer-in-Charge.

Double Air Walker 1 Nos ₹ 30,000.00 ₹ 30,000.00 MR

Seated Twister (2 user) 1 Nos ₹ 25,000.00 ₹ 25,000.00 MR

Sit-Up Bench 1 Nos ₹ 20,000.00 ₹ 20,000.00 MR

Pull-Up / Chin-Up Bar 1 Nos ₹ 20,000.00 ₹ 20,000.00 MR

Rowing Machine (outdoor) 1 Nos ₹ 34,000.00 ₹ 34,000.00 MR

Shoulder Wheel 1 Nos ₹ 24,000.00 ₹ 24,000.00 MR

Multi-station combo (4 in 1) 1 Nos ₹ 1,10,000.00 ₹ 1,10,000.00 MR

2 PLAY EQUIPMENTS

Merry go round 1 Nos ₹ 1,00,000.00 ₹ 1,00,000.00 MR

Balancing planks with rope 1 Nos ₹ 45,000.00 ₹ 45,000.00 MR

Echo point 1 Nos ₹ 45,000.00 ₹ 45,000.00 MR

Wooden logs with balancing beam 1 Nos ₹ 50,000.00 ₹

TOTAL COST OF PLAY AND GYM EQUIPMENTS WORK- RS. ₹

NANI SULPAD GARDEN,VAPI Sub Est. No.08

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR ART WORK

Item No. Item Description Quantity Unit Rate Amount Item Code Item Code

Supplying and installing sculpture / decorative statue in approved material (stone / metal / FRP /

bronze / fibre-reinforced concrete / sandstone etc.), of size and design as per approved drawing,

1 including foundation pedestal in RCC (with PCC base, reinforcement, finishing plaster /

cladding), anchoring, polishing / painting, surface finishing, lettering if any, cleaning and

handing over complete as directed by Engineer-in-Charge.

Animal / human decorative statue-Sandstone/Marble 2 Nos ₹ 1,20,000.00 ₹ 2,40,000.00 MR

Artistic abstract sculpture-FRP/Stainless steel 1 Nos ₹ 1,00,000.00 ₹ 1,00,000.00 MR

Heritage / traditional statue-Bronze/Brass 1 Nos ₹ 2,05,000.00 ₹ 2,05,000.00 MR

Custom large landmark sculpture 1 Nos ₹ 4,00,000.00 ₹ 4,00,000.00 MR

TOTAL COST OF ART WORK- A RS. ₹