Retrofitting works for the electrical substation of Architecture Building and Maharani Bagh Campus and to raise the level of equipment above HFL at planning campus, School of Planning and Architecture (SPA), New Delhi

GRAND TOTAL ( ELECTRICAL ESTIMATE OF ARCHITECTURE, HOSTEL, PLANNING

GRAND TOTAL ( ELECTRICAL ESTIMATE OF ARCHITECTURE, HOSTEL,

Grand Total 32,06,203

Grand Total 1,41,00,154.00

A 2.6.1 All kinds of soil 7.58 CUM 177.50 1,346

1.02 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

and dressing of sides, ramming of bottoms, for all depth including getting out the excavated

soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including -

consolidating each deposited layer by ramming, watering, etc. and disposing of surplus

excavated soil as directed, within a lead of 50 m :

A 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm Dia 104.58 M 352.15 36,828

1.03 2.25 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 13 CUM 196.00 2,548

watering, lead up to 50 m and lift up to 1.5 m.

1.04 MR Supplying and filling Brick bat coba of thickness varies from 175 mm to

230 mm complete on base layer of cement mortar in ratio of 1: 4 and then compacting to get

smooth surface. The bricks will be of the quality confirming to IS 1077- 1992

2.00 CEMENT CONCRETE

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

centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

Providing and fixing up to floor five level precast cement concrete string or lacing courses,

copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc.,

including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand),

cost of required Centering complete.

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

aggregate 20mm nominal size derived from natural sources)

Sub-Total (2.00) 9,803 -

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

3.01 5.1 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

A 5.1.2 stone aggregate 20 mm nominal size derived from natural sources) 42.98 Cum 9,046 3,88,770

Digitally signed by AMIT

Reinforced cement concrete work in walls (any thickness), including attached pilasters,

buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts

etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing

and reinforcement :

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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°

landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases, ramp and

spiral stair cases above plinth level up to finishing and reinforcement with 1:1.5:3 (1 cement :

1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm

nominal size derived from natural sources).

B 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

3.04 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 35.13 SQM 392.15 13,775

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

3.05 position and binding all complete up to plinth level.

A 5.22.3 Cold twisted bars 5975.58 KG 107.85 6,44,467

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey

cement slurry mixed with pigment to match the shade of the slab, including rubbing and

polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

5.00 FINISHING

5.01 13.1 12 mm cement plaster of mix :

A 13.1.2 1:6 (1 cement: 6 fine sand)

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to

prepare the surface even and smooth complete.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50

5.03 13.41 gram/l, of approved manufacturer and of required shade and colour all complete to achieve

even shade and colour:

New work (two or more coats) over and including water thinnable priming coat with cement

primer having VOC content less than 50 gram/ L

Painting with synthetic enamel paint of approved brand and manufacture of required colour

to give an even shade :

Two or more coats on new work over an under coat of suitable shade with ordinary paint of

approved brand and manufacture

Digitally signed by AMIT

6.00 REPAIRS TO BUILDING

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven

story height made with 40 mm Dia M.S. tube 1.5 m centre to centre, horizontal & vertical

tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S.

staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable

condition for the required duration as approved and removing it there after .The scaffolding

system shall be stiffened with bracings, runners, connection with the building etc wherever

required for inspection of work at required locations with essential safety features for the

6.01 14.72 workmen etc. complete as per directions and approval of Engineering- charge .The elevational 99.791 SQM 338.25 33,754

area of the scaffolding shall be measured for payment purpose .The payment will be made

once irrespective of duration of scaffolding. The scaffolding would be for entire duration of the

project and everytime dismantling and fixing, the cost would be included.

Note: - This item to be used for maintenance work judicially, necessary deduction for

scaffolding in the existing item to be done.

7.00 DISMANTLING AND DEMOLISHING

Dismantling doors, windows and clerestory windows (steel or wood) shutter including

chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

A 15.12.1 Of area 3 sq. metres and below 12 EACH 2,434.25 29,211

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster

including disposal of rubbish to the dumping ground within 50 metres lead.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting, unloading to approved municipal dumping

ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including

all lifts involved.

8.00 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required Dia

and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with

8.01 21.1 required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium

snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash

fasteners to be paid for separately) :

For Shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and

making provision for fixing of fittings wherever required including the cost of EPDM rubber/

neoprene gasket required ( Fittings shall be paid for separately)-

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Digitally signed by AMIT

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the

directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

A 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 8.64 SQM 1176.80 10167.552

9.00 WATER PROOFING

Supplying and applying bituminous solution primer on roof and / or wall

9.01 22.12 surface at 0.24 litre per sqm. 33.05 sqm 59.45 1,965

Sub-Total (9.00) 1,965 -

Digitally signed by AMIT

ELECTRICAL ESTIMATE FOR MB COMPLEX - SPA, NEW DELHI

Electrical Civil Work

S.No. DSR NO, 2023 Item Description Total Qty Unit Rate Amount (Rs.) NS Rate NS amount

1.00 EARTH WORK

1.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil, and

then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

A 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm Dia 86.18 M 352.15 30,350

1.02 2.25 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 5 CUM 196.00 980

watering, lead up to 50 m and lift up to 1.5 m.

1.03 MR Supplying and filling Brick bat coba of thickness varies from 175 mm to

230 mm complete on base layer of cement mortar in ratio of 1: 4 and then compacting to get

smooth surface. The bricks will be of the quality confirming to IS 1077- 1992 10.00 CUM 2614.00 26,140

2.00 CEMENT CONCRETE

Providing and fixing up to floor five level precast cement concrete string or lacing courses,

copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc.,

including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost

of required Centering complete.

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

aggregate 20mm nominal size derived from natural sources)

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

3.01 5.1 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

A 5.1.2 stone aggregate 20 mm nominal size derived from natural sources) 57.94 Cum 9,046 5,24,088

Reinforced cement concrete work in walls (any thickness), including attached pilasters,

buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts

etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and

reinforcement :

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)

Digitally signed by AMIT

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°

landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases, ramp and spiral

A 5.3 stair cases above plinth level up to finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse 23.27 CUM 11505.50 2,67,762

sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size

derived from natural sources).

3.04 5.90 Centering and shuttering including strutting, propping etc. and removal of form for

A 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 39.53 SQM 392.15 15,500

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete up to plinth level.

A 5.22.3 Cold twisted bars 7585.92 KG 107.85 8,18,141

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement

4.01 11.26 slurry mixed with pigment to match the shade of the slab, including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

5.00 FINISHING

5.01 13.1 12 mm cement plaster of mix :

A 13.1.2 1:6 (1 cement: 6 fine sand)

Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare

the surface even and smooth complete.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50

5.02 13.41 gram/l, of approved manufacturer and of required shade and colour all complete to achieve even

shade and colour:

New work (two or more coats) over and including water thinnable priming coat with cement

primer having VOC content less than 50 gram/ L

Painting with synthetic enamel paint of approved brand and manufacture of required colour to

give an even shade :

Two or more coats on new work over an under coat of suitable shade with ordinary paint of

approved brand and manufacture

6.00 REPAIRS TO BUILDING

Digitally signed by AMIT

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven

story height made with 40 mm Dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes

joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase

system in the scaffolding for working platform etc. and maintaining it in a serviceable condition

for the required duration as approved and removing it there after .The scaffolding system shall be

stiffened with bracings, runners, connection with the building etc wherever required for

inspection of work at required locations with essential safety features for the workmen etc.

complete as per directions and approval of Engineering- charge .The elevational area of the

scaffolding shall be measured for payment purpose .The payment will be made once irrespective

of duration of scaffolding. The scaffolding would be for entire duration of the project and every

time dismantling and fixing, the cost would be included.

Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding

in the existing item to be done.

7.00 DISMANTLING AND DEMOLISHING

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,

architrave, holdfasts etc. complete and stacking within 50 metres lead :

A 15.12.1 Of area 3 sq. metres and below 15.00 EACH 2,434.25 36,514

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including

disposal of rubbish to the dumping ground within 50 metres lead.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting, unloading to approved municipal dumping

ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all

lifts involved.

8.00 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded

built up standard tubular sections/ appropriate Z sections and other sections of approved make

conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required Dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM

8.01 21.1 rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and

jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing

/ panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately)

For Shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and

making provision for fixing of fittings wherever required including the cost of EPDM rubber/

neoprene gasket required ( Fittings shall be paid for separately)-

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the

directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

A 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 10.80 SQM 1176.80 12709.44

Digitally signed by AMIT

9.00 WATER PROOFING

Supplying and applying bituminous solution primer on roof and / or wall

9.01 22.12 surface at 0.24 litre per sqm. 39.96 sqm 59.45 2,376

Sub-Total (9.00) 2,376

Digitally signed by AMIT

ELECTRICAL ESTIMATE FOR PLANNING BLOCK - SPA, NEW DELHI

S.No. DSR NO, 2023 Item Description Total Qty Unit DSR Rate Amount (Rs.) NS Rate NS Amount

1.00 EARTH WORK

1.01 MR Supplying and filling Brick bat coba of thickness varies from 175 mm to

230 mm complete on base layer of cement mortar in ratio of 1: 4 and then compacting to get smooth surface. The 10.00 CUM 2,614 26,140

bricks will be of the quality confirming to IS 1077- 1992.

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

2.01 5.1 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

A 5.1.2 mm nominal size derived from natural sources) 68.99 Cum 9,046 6,24,021

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string

2.02 5.20 courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level,

excluding cost of centering, shuttering, finishing and reinforcement :

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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills, staircases, ramp and spiral stair cases above plinth level up to

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3

graded stone aggregate20 mm nominal size derived from natural sources).

2.04 5.90 Centering and shuttering including strutting, propping etc. and removal of form for

A 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 2.64 SQM 392.15 1,036

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete up to plinth level.

A 5.22.3 Cold twisted bars 7793.10 KG 107.85 8,40,486

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with

3.01 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4

(1 cement : 4 coarse sand) :

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with

polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of

purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum

4.01 12.47 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform

pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be

opaque or translucent, clear or pigmented, textured or smooth as specified.

2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or

3” or 6” ) as specified

Providing & Fixing Insert plates made out of MS plates/Channels/Angles I/c steel lugs as per design drawing. MS

4.02 MR Angle 2.5"X2.5"X0.25" Top and bottom main members. Angle 2"X2"X1/4" as brace members. Perlin C Channel of

4"2"X1/4", MS Plate 7mm thk., MS pipe 4" DIa, including all the hardwares. follow sections as/ drawing

Digitally signed by AMIT

5.00 REPAIRS TO BUILDING

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made

with 40 mm Dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with

M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and

maintaining it in a serviceable condition for the required duration as approved and removing it there after .The

scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for

inspection of work at required locations with essential safety features for the workmen etc. complete as per

5.01 14.72 directions and approval of Engineering- charge .The elevational area of the scaffolding shall be measured for 61.79 SQM 338.25 20,902

payment purpose .The payment will be made once irrespective of duration of scaffolding. The scaffolding would be

for entire duration of the project and everytime dismantling and fixing, the cost would be included.

Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item

6.00 DISMANTLING AND DEMOLISHING

Dismantling steel work in built up sections in angles, tees, flats and

6.01 15.18 channels including all gusset plates, bolts, nuts, cutting rivets, welding 8797.89 KG 5.65 49,708

etc. including dismembering and stacking within 50 metres lead.

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead

Disposal of building rubbish / malba / similar unserviceable/ shed, dismantled or waste materials by mechanical

6.03 15.60 means, including loading, transporting, unloading to approved municipal dumping ground or as approved by 60.00 CUM 263.95 15,837

Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

7.00 ELECTRICAL

Disconnection and re-connection with testing and commissioning of existing wires for panels, Transformer, DG set.

etc associated electrical infrastructure.

Proper labelling and documentation of cables during dismantling to ensure accurate reconnection if necessary. This

7.01 15.2 includes earth works to be carried for new installation and raising the floor level. The item is exclusive of foundation 1.00 JOB 2,75,000.00 2,75,000

work, but includes surface preparation up to base PCC for the foundation.

Disposal of redundant item and will be handled as per client directive or industry best practices.

Digitally signed by AMIT