Beautification work in open areas besides service roads and area below over bridge at various locations from salvav bridge to daman ganga bridge. (Part 1- Damanganga Times towards Aayush hospital)

Item no Item Description Amount

1 SUB ESTIMATE NO.01

RENOVATION OF EXISTING DRAINAGE WORKS AND EXISTING ROAD MARKINGS

2 SUB ESTIMATE NO.02

LANDSCAPE AND CIVIL WORKS

3 SUB ESTIMATE NO.03

ART WORK [CIVIL+SCULPTURE]

4 SUB ESTIMATE NO.04

LIGHTING (LIGHT POLE, POST TOP LIGHTS, BRIDGE PILLAR LIGHTS)

[CIVIL WORK+ELECTRIC WORK]

5 SUB ESTIMATE NO.05

EV CHARGING STATION

6 SUB ESTIMATE NO.06

STREET FURNITURE (BENCHES, DUSTBINS, SIGNAGES

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.1

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR RENOVATION OF EXISTING DRAINAGE WORKS AND CONSTRUCTION OF WALKWAY

1 SITE CLEARANCE

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

materials (B) By manual in area of light jungle

TRAFFIC SIGNS, MARKINGS & APPURTENANCES

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

/ 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67

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 from suitable size iron angle

of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of 25.00 Nos ₹ 4,573.00 ₹ 1,14,325.00 26094C

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

3 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle 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 from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and 15.00 Nos ₹ 7,183.35 ₹ 1,07,750.25 26092C

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

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

4 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35 2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two

DRAINAGE PROTECTION AND WALKWAY WORKS

5 Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with

brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc. 2340.00 Rmt ₹ 17.33 ₹ 40,552.20 26023B

6 C.C. M-25 Control concrete for water retaining

structures : Providing and cast in situ C.C. in grade M-25 proportions of ingredients as per mix

design by weigh batching using granite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm

to 12 mm including scaffolding centering formwork, needle vibrated consolidation, curing and Market Rate

hydraulic testing etc. complete (excluding cost of reinforcement) with centering and Keasr Infra

shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water retaining

For Flat Bottom Slab/Floor Slab/Slab with shuttering 292.50 Cum ₹ 5,600.00 ₹

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

placing in position complete upto floor two level 21817.12 Kg ₹ 75.46 ₹ 16,46,319.88 05014C

8 Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two

coats of Anti-corrosive paint etc. complete.

9 SFRC Storm Water Frame squre in shaped shall

be made from M30 Grade concrete as per attached drawing and Specification.

1.0 Frame Over all Opening 600 MM X 600 MM

2.0 Frame over all size : 900 MM X 900MM

3.0 Frame thickness : 165 MM

4.0 Grating Over all sizes 730 MM X 730 MM at bottam level

10 5.0 Holes: 16 Nos Holes haaving sizes 75 MMX75MM

6.0 M.S Flat of size to be welded all side of grating and four sides of frame shall be welded by flat

of 25 X3 MM Size

SFRC Storm Water Drain Grating 350.00 Nos ₹ 930.00 ₹

11 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) 175.50 Cum ₹ 3,646.87 ₹ 6,40,025.69 05010AA

Foundation and Plinth

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

compacting as directed.

13 Providing and applying pebble wash (exposed aggregate) finish on pathway, including cleaning

surface, preparing cement-sand screed bed, laying natural river pebbles mixed with cement and

marble powder (10–20 mm depth), washing and levelling exposed aggregate, curing, and finishing Market Rate

to a smooth, skid-resistant surface, complete as per the Engineer-in-Charge’s direction. Vyara Tiles

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

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

15 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 45.50 Cum ₹ 3,646.87 ₹ 1,65,932.59 05010AA

16 Providing, supplying, fabricating, delivering and fixing FRP (pultruded) handrail/railing as per

approved drawings and details, including fixing supports/anchor bolts, end-caps, connectors,

factory colour coating/gel coat, UV stabilisation, nut/bolt connections of stainless steel, site 1700.00 Rmt ₹ 1,275.00 ₹ 21,67,500.00 Tribeni

assembly, cleaning and handing over, complete. Technocom

17 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 576.00 Cum ₹ 115.92 ₹ 66,769.92 04001A

18 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) 54.00 Cum ₹ 3,646.87 ₹ 1,96,930.98 05010AA

Foundation and Plinth

19 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) 1600.00 Rmt ₹ 376.43 ₹ 6,02,288.00 14023A

SUB TOTAL - A RS. ₹

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.01

MEASUREMENTS FOR RENOVATION OF EXISTING DRAINAGE AND CONSTRUCTION OF WALKWAY

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

No. Width Height Quantity

1 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to

cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

ROAD SIDE AREA -A 1 1 900.00 4.5

ROAD SIDE AREA -B 1 1 900.00 4.5

2 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms Dia Circle 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 from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black 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

Mandatory/ Regulatory sign boards 1 25 Nos

3 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle 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 from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in

black 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

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.01

MEASUREMENTS FOR RENOVATION OF EXISTING DRAINAGE AND CONSTRUCTION OF WALKWAY

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

No. Width Height Quantity

Cautionary Warning Sign boards 1 15 Nos 1 1.000

4 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms

per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35 2015. The finished

surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

WHITE MARKING ON ROAD AREA -A 1 3 7.50 2.5

WHITE MARKING ON ROAD AREA -B 1 3 7.50 2.5

5 Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally

fanning the cleaned surface with gunney bags to remove all loose dirt etc.

DRAIN COVERS -A 1 1 900.00 1.3

DRAIN COVERS -B 1 1 900.00 1.3

6 C.C. M-25 Control concrete for water retaining

structures : Providing and cast in situ C.C. in grade M-25 proportions of ingredients as per mix design by weigh

batching using granite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding

centering formwork, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of

reinforcement) with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for

all water retaining structures.

For Flat Bottom Slab/Floo Slab/ Slab with shuttering

DRAIN COVERS WITH RCC SLAB(M25) -A 1 1 900.00 1.3 0.125

DRAIN COVERS WITH RCC SLAB(M25) -B 1 1 900.00 1.3 0.125

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.01

MEASUREMENTS FOR RENOVATION OF EXISTING DRAINAGE AND CONSTRUCTION OF WALKWAY

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

No. Width Height Quantity

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

complete upto floor two level

8 Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-

corrosive paint etc. complete.

DRAIN CHAMBER STEPS 1 1 220.00

9 SFRC Storm Water Frame squre in shaped shall

be made from M30 Grade concrete as per attached drawing and Specification.

1.0 Frame Over all Opening 600 MM X 600 MM

2.0 Frame over all size : 900 MM X 900MM

3.0 Frame thickness : 165 MM

4.0 Grating Over all sizes 730 MM X 730 MM at bottam level

DRAIN CHAMBER SFRC COVER (30m 1 1 70.00

10 5.0 Holes: 16 Nos Holes haaving sizes 75 MMX75MM

6.0 M.S Flat of size to be welded all side of grating and four sides of frame shall be welded by flat of 25 X3 MM

For Flat Bottom Slab/Floo Slab/ Slab with shuttering

GRATING HOLES (20m Dist.) 1 1 350.00

11 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

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.01

MEASUREMENTS FOR RENOVATION OF EXISTING DRAINAGE AND CONSTRUCTION OF WALKWAY

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

No. Width Height Quantity

PEBBLEWASH FLOORING -A 1 1 900.00 1.3 0.075

PEBBLEWASH FLOORING -B 1 1 900.00 1.3 0.075

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

PEBBLEWASH FLOORING -A 1 1 900.00 1.3 0.020

PEBBLEWASH FLOORING -B 1 1 900.00 1.3 0.020

13 Providing and applying pebble wash (exposed aggregate) finish on pathway, including cleaning surface,

preparing cement-sand screed bed, laying natural river pebbles mixed with cement and marble powder (10–20

mm depth), washing and levelling exposed aggregate, curing, and finishing to a smooth, skid-resistant surface,

complete as per the Engineer-in-Charge’s direction.

PEBBLEWASH FLOORING -A 1 1 900.00 1.3

PEBBLEWASH FLOORING -B 1 1 900.00 1.3

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

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

RAILING WORK 1 520 0.60 0.6 0.450

15 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

RAILING WORK 1 520 0.50 0.5 0.350

16 Providing, supplying, fabricating, delivering and fixing FRP (pultruded) handrail/railing as per approved drawings

and details, including fixing supports/anchor bolts, end-caps, connectors, factory colour coating/gel coat, UV

stabilisation, nut/bolt connections of stainless steel, site assembly, cleaning and handing over, complete.

RAILING AT ROAD SIDE AREA -A 1 1 850.00 Rmt

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.01

MEASUREMENTS FOR RENOVATION OF EXISTING DRAINAGE AND CONSTRUCTION OF WALKWAY

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

No. Width Height Quantity

RAILING ROAD SIDE AREA -B 1 1 850.00 Rmt

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

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

KERBING WORK -A 1 2 800.00 0.6 0.600

KERBING WORK -B 1 2 800.00 0.6 0.600

18 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 WORK -A 1 2 800.00 0.45 0.075

KERBING WORK -B 1 2 800.00 0.45 0.075

19 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 WORK -A 1 2 800.00

KERBING WORK -B 1 2 800.00

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.02

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR LANDSCAPE AND CIVIL WORK

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

PLANTATION AREA

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

1 and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 2400.00 Cum ₹ 286.85 ₹ 6,88,440.00 04001A

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

including watering, ramming and consolidating etc. complete.

Digging holes in ordinary soil, refilling with the excavated earth mixed with manure/ sludge in

2:1 ratio, watering, and removing surplus soil.

Designing and planting of Medium ht. flowering trees on soft and hard surfcae including

excavation of ground and planting of trees in earth/murrum/sand mixing good garden earth,

4 organic manure, watering weeding . For further details bidder should refer the specifications. 396.00 Nos ₹ 907.00 ₹ 3,59,172.00 Market Rate

Items shall be complete in all respect to the satisfaction of engineer in charge.

Designing and planting of Ornamental flowering trees on soft and hard surfcae including

excavation of ground and planting of trees in earth/murrum/sand mixing good garden earth,

organic manure, watering weeding . For further details bidder should refer the specifications.

Items shall be complete in all respect to the satisfaction of engineer in charge.

Designing and planting of shrubs on soft and hard surfcae including excavation of ground and

planting of shrubs in earth/murrum/sand mixing good garden earth, organic manure, watering

weeding. For further details bidder should refer the specifications. Items shall be complete in all

respect to the satisfaction of engineer in charge.

TOTAL LANDSCAPE WORK- A RS. ₹

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

7 useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 74.94 Cum ₹ 128.52 ₹

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

8 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 6.10 Cum ₹ 3,646.87 ₹

Foundation and Plinth

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

9 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 28.96 Cum ₹ 4,345.02 ₹

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

10 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 20.97 Sqm ₹ 170.10 ₹

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

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. in

13 layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 35.82 Cum ₹ 129.10 ₹

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

14 Weight one percent is recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % 17.94 Sqm ₹ 123.05 ₹

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

15 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) 17.94 Cum ₹ 4,124.97 ₹

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel

wire including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing

complete. (A) 50mm thick

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

17 paint, brushing, interior to give an even shade including cleaning the surface an even shade 93.60 Sqm ₹ 86.94 ₹

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

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

18 and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 97.20 Cum ₹ 115.92 ₹ 11,267.42 04001A

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

19 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 7.20 Cum ₹ 3,646.87 ₹ 26,257.46 05010AA

Foundation and Plinth

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

20 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) 50.63 Cum ₹ 4,345.02 ₹ 2,19,966.64 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

21 ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 18.63 Sqm ₹ 170.10 ₹

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 Kesar Infra

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.

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

24 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand)(A) 24.30 Cum ₹ 4,124.97 ₹ 1,00,236.77 06005AA

Providing and fixing 18 mm thick (mirror polished and machine cut edge) granite stone of any

25 colour and shade for wall lining over 12 mm thick bed of cement mortar 1:3, joining with white 45.00 Sqm ₹ 2,600.00 ₹ 1,17,000.00 Market Rate

cement slurry, including pointing, rubbing, curing & polishing, etc.

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

26 and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 267.00 Cum ₹ 115.92 ₹ 30,950.64 04001A

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

watering, remming and consolidating etc. complete.

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

including compacting as directed.

Providing and laying turf paver on 150 mm thick compacted sub-grade of 20 mm nominal size

stone aggregate base, filling with 150 mm thick sand, including spreading, ramming, Market Rate

consolidating, and finishing smooth—all complete as selected and directed by in charge Vyara Tiles

TOTAL CIVIL WORK- B RS. ₹

TOTAL COST FOR LANDSCAPE AND CIVIL WORK ₹

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.02

MEASUREMENTS FOR LANDSCAPE AREA AND CONSTRUCTION CIVIL WORKS

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

PLANTATION EXCAVATION -A 1 1 800.00 3.00 0.500

PLANTATION EXCAVATION -B 1 1 800.00 3.00 0.500

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

ramming and consolidating etc. complete.

PLANTATION EXCAVATION -A 1 1 800.00 3.00 0.450

PLANTATION EXCAVATION -B 1 1 800.00 3.00 0.450

3 Digging holes in ordinary soil, refilling with the excavated earth mixed with manure/ sludge in 2:1 ratio,

watering, and removing surplus soil.

PLANTATION EXCAVATION -A 1 1 Nos 650.00

PLANTATION EXCAVATION -B 1 1 Nos 650.00

4 Designing and planting of Medium ht. flowering trees on soft and hard surfcae including excavation of ground

and planting of trees in earth/murrum/sand mixing good garden earth, organic manure, watering weeding . For

further details bidder should refer the specifications. Items shall be complete in all respect to the satisfaction of

engineer in charge.

PLANTATION EXCAVATION -A 1 1 Nos 180.00

PLANTATION EXCAVATION -B 1 1 Nos 180.00

5 Designing and planting of Ornamental flowering trees on soft and hard surfcae including excavation of ground

and planting of trees in earth/murrum/sand mixing good garden earth, organic manure, watering weeding . For

further details bidder should refer the specifications. Items shall be complete in all respect to the satisfaction of

engineer in charge.

PLANTATION EXCAVATION -A 1 1 Nos 180.00

PLANTATION EXCAVATION -B 1 1 Nos 180.00

6 Designing and planting of shrubs on soft and hard surfcae including excavation of ground and planting of shrubs

in earth/murrum/sand mixing good garden earth, organic manure, watering weeding. For further details bidder

should refer the specifications. Items shall be complete in all respect to the satisfaction of engineer in charge.

PLANTATION EXCAVATION -A 1 1 Nos 290.00

PLANTATION EXCAVATION -B 1 1 Nos 290.00

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

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

COLUMN FOOTING (RAFT FOUNDATION) 2 18 0.90 0.9 1.50

BRICK MASONARY (230mm Wall) 2 6 6.50 0.4 1.00

8 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 FOOTING (RAFT FOUNDATION) 2 18 0.90 0.9 0.10

BRICK MASONARY (230mm Wall) 2 6 6.50 0.45 0.08

9 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 (230mm Wall) 2 6 6.50 0.375 0.90

10 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 18 0.90 0.9 0.10

COLUMN FOOTING 2 18 0.23 0.23 1.80

11 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 18 0.90 0.9 0.10

COLUMN FOOTING 1 18 0.23 0.23 1.80

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

12 complete upto floor two level.

RAFT FOUNDATION

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

exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift

TOTAL EXCAVATION 74.94 …A

MASONARY WORK (up to NGL) -28.96

CONCRETE WORK -7.31

14 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 WALL 2 6 6.5 0.23

15 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 MASONRY 2 6 6.50 0.23 1.00

16 Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-

graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire including

roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. (A) 50mm thick

PRE-CAST JALI 2 6 6.50 1.20

17 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.

PILLAR RAILING 2 6 6.50 1.20

18 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 2 3 15.00 0.90 1.200

19 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

SEATING WALL PCC 2 3 15.00 0.80 0.100

20 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 (230mm Wall) 2 3 15.00 0.75 0.75

21 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.

22 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)

23 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

24 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

BRICK MASONARY (230mm Wall) 2 3 15.00 0.6 0.45

25 Providing and fixing 18 mm thick (mirror polished and machine cut edge) granite stone of any colour and shade

for wall lining over 12 mm thick bed of cement mortar 1:3, joining with white cement slurry, including pointing,

rubbing, curing & polishing, etc.

GRANITE TOP ON BRICK MASONRY 2 3 15.00 0.50

26 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

TURF PAVERS EXCAVATION 1 1 Area 445.00 0.600

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

and consolidating etc. complete.

TURF PAVERS FILLING BRICK BATS 1 1 AREA 445 0.30

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

TURF PAVERS FILLING SAND 1 1 AREA 445 0.08

29 Providing and laying turf paver on 150 mm thick compacted sub-grade of 20 mm nominal size stone aggregate

base, filling with 150 mm thick sand, including spreading, ramming, consolidating, and finishing smooth—all

complete as selected and directed by in charge Architect.

TURF PAVERS (28 CAR PARK) 1 1 AREA 445

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.03

CPWD_DSR_Civil_

QUANTITY ABSTRACT FOR ART WORK

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

Supplying & fixing bronze/metal artwork sculpture of size 2.0 m height, including transport,

labour, paint work and installation complete as per design and direction of Artist/Architect in

TOTAL ART WORK- A RS. ₹

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.03

MEASUREMENTS FOR LANDSCAPE AREA AND CONSTRUCTION CIVIL WORKS

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

No. Width Height Quantity

1 Supplying & fixing bronze/metal artwork sculpture of size 2.0 m height, including transport, labour, paint work

and installation complete as per design and direction of Artist/Architect in charge.

SCLUPTURES 1 10 Nos

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.04

GUJ-SOR (2024-25) MARKET RATE

QUANTITY ABSTRACT FOR INSTALLATION OF ELECTRICAL LIGHTS

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

Supply of approved make frp/grp pole having followiing specifications :

FRP/GRP pole made by centrifugal moulding process using thermoset resin polyester/epoxy resin

system having minimum glass content 45.0%.The pole should be in one pieceand tapered round

in shape,having smooth outside surface finish and should be totally fre from corrosion as well as

non conductive and shock proof. Pole should be provided

with FRP/GRP base bracket dully fabricated from metal(M.S) and dully claded with FRP/GRP

1 material to avoid any metal exposer and painted with PU paint. 6.1.7(A)

Pole should mechanical properties i.e 1. Specfic gravity (ASTM D 792) 1.3‐1.8 Kg/m3, 2. Glass

Content % by weight (ASTM D 2584) 45.0 ‐55.0%, 3. Water absorption (ASTM D 570)

<0.5%, 4. Tensile Strength(ASTM D 638) 200+/‐50Mpa, 5. Flexural strength (ASTM D 790)

250+/‐50Mpa, 6. Compressive Strength (ASTM D 695) 200+/‐50MPa, 7. Yeild Strength(ASTM

B' class (Heavy Duty) pole suitable for direct grouting for single or a double arm 6.1.7(A)-4

Overall Length of 9.0 meter, Average thickness : 9mm, Top/Bottom Outside Dia.76/228mm

+/‐2.Weight of Pole 59.0 Kg approx. (Burial Depth 1200mm) 36.00 Nos ₹ 25,551.00 ₹ 9,19,836.00 6.1.7(A)-4-G

Overall Length of 7.0 meter, Average thickness : 8mm, Top/Bottom Outside Dia. 76/193mm

+/‐2.Weight of Pole 30.0 Kg approx. (Burial Depth 1000 mm) 40.00 Nos ₹ 17,437.00 ₹ 6,97,480.00 6.1.7(A)-4-E

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium

2 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of 4.3.5

following size of cables

Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets

& spread of 1.2 Mtr(Suitable for 89 to 114 mm pole top dia)

Single arm bracket 40.00 Nos ₹ 2,526.00 ₹ 1,01,040.00 6.1.2-A

Double arm bracket 36.00 Nos ₹ 3,895.00 ₹ 1,40,220.00 6.1.2-B

Supplying and erecting LED street light / Flood light fittings with High power White LEDs

wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and

corrosion free High pressure die cast aluminum housing with smooth finish powder coated and

heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

4 glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 2.16.2

0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)

Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply

with over-voltage protection.

Above 60 to 90 watts 2.16.2-A-iii

Cat-lll 76.00 Nos ₹ 5,917.00 ₹

Excavating hard rock or bituminous road (B.T.) by chiselling or using tool and tackles for

5 preparing pit for poles or earth plates or for laying pipes & clearing the site by removing debris & 51.30 Cum ₹ 594.00 ₹ 30,472.20 6.3.9

making site good.

Providing burnt brick masonry with 1:6 cement concrete duly plastered including watering,

6 stacking joint on exposed faces, rocking at joints on exposed faces and watering complete 34.20 Cum ₹ 3,772.00 ₹ 1,29,002.40 6.3.11

Providing cement concrete. foundation or for concrete filling in 1:3:6 ratio with 20 to 25 mm

7 stone metal duly plastered with necessary curing for pole muffing or any other purpose. 11.40 Cum ₹ 4,467.00 ₹ 50,923.80 6.3.8-A

Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out

approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for

8 mounting mob & hinged doors as per requirement having locking arrangements with mounting 6.4.3

clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of

following size of box.

Supplying & erecting power contactor ,AC3 duty for time switch complete erected as per

direction Cat III

10 (b) LED Bollard fittings of minimum height 600 mm & dia.100mm having polycarbonate

clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base

plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for

to 20 watt ,surge-4kv- cat-III

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

company of MCB to be used) suitable for

single phase incoming and horizontal single phase outgoing 3.11.5-A

Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC

bushes, Check-nuts etc. complete of following sizes.

Providing and erecting metallic vitrified danger notice board as per language suggested by

engineer incharge for MEDIUM VOLTAGE installation to be erected as per IS-2551.

TOTAL ELECTRICAL LIGHT WORK- A RS. ₹

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.04

MEASUREMENTS FOR INSTALLATION OF ELECTRICAL WORKS

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

No. Width Height Quantity

1 Supply of approved make frp/grp pole having followiing specifications :

FRP/GRP pole made by centrifugal moulding process using thermoset resin polyester/epoxy resin system having

minimum glass content 45.0%.The pole should be in one pieceand tapered round in shape,having smooth

outside surface finish and should be totally fre from corrosion as well as non conductive and shock proof. Pole

should be provided

with FRP/GRP base bracket dully fabricated from metal(M.S) and dully claded with FRP/GRP material to avoid

any metal exposer and painted with PU paint.

Pole should mechanical properties i.e 1. Specfic gravity (ASTM D 792) 1.3‐1.8 Kg/m3, 2. Glass Content % by

weight (ASTM D 2584) 45.0 ‐55.0%, 3. Water absorption (ASTM D 570)

<0.5%, 4. Tensile Strength(ASTM D 638) 200+/‐50Mpa, 5. Flexural strength (ASTM D 790) 250+/‐50Mpa,

Compressive Strength (ASTM D 695) 200+/‐50MPa, 7. Yeild Strength(ASTM D638) 250 +/‐50MPa.

B' class (Heavy Duty) pole suitable for direct grouting for single or a double arm

Overall Length of 9.0 meter, Average 2 18 Nos

thickness : 9mm, Top/Bottom Outside

Dia.76/228mm +/‐2.Weight of Pole

Kg approx. (Burial Depth 1200mm)

Overall Length of 7.0 meter, Average 2 20 Nos

thickness : 8mm, Top/Bottom Outside Dia.

76/193mm +/‐2.Weight of Pole 30.0 Kg

approx. (Burial Depth 1000 mm)

2 Providing and erecting XLPE (IS:7098)(I)‐88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to

be laid on wall with necessary clamps or in existing trench / pipe of following size of cables

3 Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets & spread of

Mtr(Suitable for 89 to 114 mm pole top dia)

Single arm bracket 2 1 20.00

Double arm bracket 2 1 18.00

4 Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 3 Watt and

above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to

270 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM‐79 & LM‐80 certificates)(NOTE:

Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.)

Street Light (IP‐65), Surge protection ‐4KV integral and ,Light must have 440VAC line supply with over‐voltage

Above 60 to 90 watts

Cat-lll 1 76 Nos

5 Excavating hard rock or bituminous road (B.T.) by chiselling or using tool and tackles for preparing pit for poles

or earth plates or for laying pipes & clearing the site by removing debris & making site good.

Road Excvation for Light Pole 1 Nos 76.00 0.75 0.900

6 Providing burnt brick masonry with 1:6 cement concrete duly plastered including watering, stacking joint on

exposed faces, rocking at joints on exposed faces and watering complete

Brick Masonry for Light Pole 1 Nos 76.00 0.60 0.750

7 Providing cement concrete. foundation or for concrete filling in 1:3:6 ratio with 20 to 25 mm stone metal duly

plastered with necessary curing for pole muffing or any other purpose.

PCC for Light Pole 1 Nos 76.00 0.60 0.250

8 Supplying & erecting approved make SMC press moulded composite FRP. loop‐in, loop‐out approx. 2mm thick

box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors as per

requirement having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection

on pole with cable clamps& earth bolt of following size of box.

400mm x 300mm x 190mm [deep]

Base Plate for Light Pole 1 Nos 76.00

9 Supplying & erecting power contactor ,AC3 duty for time switch complete erected as per direction Cat III

4 pole 440V 40 Amp.

Auto Switch 1 Nos 12

10 LED Bollard fittings of minimum height 600 mm & dia.100mm having polycarbonate clear/milky diffuser

mounted on 3mm thick aluminium finished powder coated pipe with base plate 160x160mm with erection by

M8x75mm fastner with required RCC foundation.IP65 for 9 to 20 watt ,surge‐4kv‐ cat‐III

Bollards 1 20 Nos

11 Providing and erecting Sheet Steel powder coated MCB distribution board ‐ flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623‐1 & 3, IEC 61439‐1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for

single phase incoming and horizontal single phase outgoing

12 Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC bushes, Check‐nuts

etc. complete of following sizes.

13 Providing and erecting metallic vitrified danger notice board as per language suggested by engineer incharge for

MEDIUM VOLTAGE installation to be erected as per IS‐2551.

Danger Notice Board 1 2 Nos

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.05

QUANTITY ABSTRACT FOR CONSTRUCTION OF EV CHARGING

Item No. Item Description Quantity Unit Rate Amount

AC Charger (Mode-3) e.g. 7-22 kW, single/three phase, with socket & connector per Indian

DC Fast Charger (Mode-4) e.g. 30-50 kW (or more) with required power electronics, DC

connectors (CCS / CHAdeMO etc.)

3 Light EV DC Charger (Mode-4) — as per Delhi DSR, up to 7 kW 1.00 Nos ₹ 2,43,750.00 ₹

4 Transformer or dedicated power supply / step-down (if required) 1.00 Nos ₹ 7,50,000.00 ₹

5 LT Panel with protection (MCCB/MCB), metering, busbars etc. 1.00 Nos ₹ 2,50,000.00 ₹

Cabling (Power cables, armored / XLPE, size depending on load) for charger to panel / panel to

transformer / grid connection

7 Civil foundation for charger pad / pedestal (PCC / RCC), pedestal supports etc. 2.00 Nos ₹ 17,000.00 ₹

8 Earthing / Lightning protection 2.00 Nos ₹ 27,000.00 ₹

9 Lighting of bay area (pole, luminaire, wiring) 1.00 Nos ₹ 28,000.00 ₹

10 Signage, markings (road marking, parking bay for EV, safety signs) 2.00 Nos ₹ 1,500.00 ₹

11 Payment / billing system, user interface (display, card/RFID/OCPP, software) 2.00 Nos ₹ 2,00,000.00 ₹

Contingencies / Testing & Commissioning, Safety measures (IP enclosures, weather proofing)

TOTAL CIVIL WORK- A RS. ₹

PART-1 DAMANGANGA TIMES TOWARDS AAYUSH HOSPITAL Sub Est. No.06

QUANTITY ABSTRACT FOR INSTALLATION OF STREET FURNITURE

(BENCHES, DUSTBINS, SIGNAGES)

Item No. Item Description Quantity Unit Rate Amount

Supply and fixing sand stone benches including finishing etc, all complete under instruction of

Engineer-in-Charge.

Supply and fixing of precast cement concrete seat all complete as per approved desing under

instruction of Engineer-in-Charge.

Providing and fixing sand stone Dustbins in 75 mm thick red sandstone with jali and carving

properly shaped as per design of approved size, quality and standard specifications with

3 removable metal bin inside properly fixed to stone body approved design pattern (shape) and 30.00 Nos ₹ 15,000.00 ₹

specifications including cement concrete 1 :2 :4 grouting, all materials, labor and T & P etc.

required for proper completion of work as directed by Engineer-in-Charge.

Providing, Supplying & fixing Single sided Sign board of size 1200mm x 2400mm ( 50mm dia

SS pipe of S 304 - grade 16mm . thick ). with inner frame of 1100mm x 2300mm (of 19mm x

24mm rectangle, 1.2mm Thick SS pipe of S-304 Grade ) along with diagonal support also of

19mm x 24mm rectangle, 1.2mm Thick SS pipe of S-304 Grade, with sign substrate of size

1220mm x 2440mm, of 4mm ACP with face fully covered by RETRO REFLECTIVE MICRO

PRISMATIC Type IV Sheeting, and messages and symbols accordingly, fixed to inner frame of

4 1100mm x 2300mm of ( 19mm x 24mm rectangle, 1.2mm Thick SS pipe of S-304 Grade ) with 45.00 Nos ₹ 13,500.00 ₹

the help of Very High Bond tape of 24mm wide and 2.3mm thick. .The board shall have a one

leg support of 168mm dia 3 mm thick SS pipe of S-304 grade of height 4040mm with base plate

of 10mm thick SS plate of size 600mm x 600mm with 4 Nos. stiffeners of 10mm SS plate of S-

304 grade. The boards shall be fixed on a foundation size of 1500mm x 900mm x 900mm with

CC 1: 2: 4 laid with the help of shuttering and 12 Nos. of foundation bolts of 20mm dia SS, S-

304 grade of 600mm length Complete. All relevant specs confirming to detail drawing enclosed.

Providing, Supplying & fixing Single sided Sign Board of size 450 mm x 900 mm with suitable

inner frame and proper support, with sign substrate of suitable size of 4mm ACP sheet with face

fully covered by RETRO REFLECTIVE MICRO PRISMATIC Type IV Sheeting and messages

and symbols accordingly, fixed to inner frame with the help of Very High Bond tape of 24mm

wide and 2.3mm thick. The board is to befixed on RCC wall/pillar with dash fasteners of SS pipe

of S-304 grade. All stainless steel items shall be of S-304 Grade ( EXTERNAL SIGNAGES)

(Material should be in compliance with Code of practise for Road signs, Indian Road cingress

TOTAL STREET FURNITURE WORK- A RS. ₹