Carrying out part or part incomplete works of Development of Bharat Vandana Park Dwarka New Delhi at the risk and cost of Ms NKG Infrastructure

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of

“Development of Bharat Vandana Park, Dwarka, New Delhi” at the risk and Cost of M/s NKG

Infrastructure Ltd

Abstract of Cost

Amount of DSR Total Cost to be put

DSR 2018 Amount of NS items of work to tender (DSR 2018

S. No. Description

Amount in Rs. Items in Rs. after applying Amount + NS items

Cost Index in Rs. Amount) in Rs.

HEAD: ELECTRICAL

HEAD: HORTICULTURE

& WATERBODY WORKS

Add 6.33% factor on DSR

2018 amount towards GST

rate revision from 12% to

CPWD Cost Index of Delhi as on 01.04.2023 = 133.47 (over PAR 2012)

CPWD Cost Index of Delhi as on 01.10.2018 = 118, considered in DSR 2018

Co-efficient for DSR Items will be (133.47-118) / 118 = 13.11%

NBCC (India) Limited

( A Government of India Enterprise )

NIT : NBCC/RBG/BVP/NIT/2023/01

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody

works of “Development of Bharat Vandana Park, Dwarka, New Delhi” at the risk and Cost

of M/s NKG Infrastructure Ltd

Tentative Bill of Quantities (BoQ)

Description NDSR Amount

HEAD: CIVIL WORKS

1 TOTAL OF SUB HEAD: EARTH WORK ₹ 9,23,148.79 ₹ 0.00

2 TOTAL OF SUB HEAD: CONCRETE WORK ₹ 1,28,61,394.81 ₹ 0.00

TOTAL OF SUB HEAD: REINFORCED

CEMENT CONCRETE WORK

4 TOTAL OF SUB HEAD: MASONARY WORK ₹ 30,34,829.42 ₹ 0.00

5 TOTAL OF SUB HEAD: STONE WORK ₹ 48,51,032.47 ₹ 0.00

6 TOTAL SUB HEAD: CLADDING WORK ₹ 1,94,56,925.15 ₹ 0.00

TOTAL OF SUB HEAD: WOOD AND PVC

8 TOTAL OF SUB HEAD: STEEL WORK ₹ 46,09,630.91 ₹ 0.00

9 TOTAL OF SUB HEAD: FLOORING ₹ 1,95,10,207.89 ₹ 0.00

10 TOTAL OF SUB HEAD: ROOFING ₹ 69,30,242.47 ₹ 0.00

11 TOTAL OF SUB HEAD: FINISHING ₹ 1,70,72,210.94 ₹ 1,96,80,025.00

12 TOTAL OF SUB HEAD: REPAIRS TO BUILDING ₹ 26,05,928.40 ₹ 0.00

13 TOTAL OF SUB HEAD:ROAD WORK ₹ 2,24,94,817.77 ₹ 0.00

TOTAL OF SUB HEAD: SANITARY

15 TOTAL OF SUB HEAD: WATER SUPPLY ₹ 15,18,057.14 ₹ 20,00,000.00

16 TOTAL OF SUB HEAD: DRAINAGE ₹ 65,447.08 ₹ 0.00

17 TOTAL OF SUB HEAD: ALUMINIUM WORK ₹ 41,62,903.71 ₹ 3,20,000.00

TOTAL FOR CIVIL WORKS ₹ 13,88,71,710.62 ₹ 2,46,61,055.21

A TOTAL OF CIVIL WORK (DSR & Non-DSR) ₹ 16,35,32,765.83

HEAD: ELECTRICAL WORKS (MEP)

1 WIRING:WIRING IN PVC CONDUIT ₹ 37,49,587.00 ₹ 1,69,30,010.00

6 TOTALSUB HEAD: HVAC WORKS ₹ 0.00 ₹ 22,00,001.00

7 TOTAL SUB HEAD: VENTILATION WORK ₹ 3,32,400.00 ₹ 5,85,000.00

8 TOTAL SUB HEAD: FIRE ALARM ₹ 4,28,354.00 ₹ 8,00,000.00

9 TOTAL SUB HEAD: PA SYSTEM ₹ 3,19,358.00 ₹ 6,00,000.00

10 TOTAL SUB HEAD: CCTV WORK ₹ 0.00 ₹ 67,00,000.00

11 TOTAL SUB HEAD: LAN AND EPBAX Works ₹ 0.00 ₹ 12,00,000.00

Total of ELECTRICAL WORKS (MEP) ₹ 65,26,207.00 ₹ 2,91,75,011.00

TOTAL OF ELECTRICAL WORK (DSR & Non-

HEAD: HORTICULTURE & WATERBODY

1 Horticulture Works ₹ 9,69,518.35 ₹ 51,00,000.00

TOTAL OF HORTICULTURE & WATERBODY

WORKS (DSR & Non-DSR)

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty 2018) DSR Amount Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as 10

sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be levelled

and neatly dressed.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

2 2.25 exceeding 20cm in depth, consolidating each deposited Cum 2,537.67 219.65 5,57,398.53

layer by ramming and watering, lead up to 50 m and lift

TOTAL OF SUB HEAD: EARTH WORK 9,23,148.79

SUB HEAD: CONCRETE WORK

Providing and laying in position cement concrete of

specified grade excluding the cost of cantering and

4.1.8 shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 Cum 1,000.00 5,789.60 57,89,600.00

coarse sand (zone-III) : 8 graded stone aggregate 40 mm

Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded

stone aggregate 20 mm nominal size) over 75mm thick

3 4.17 bed of dry brick ballast 40 mm nominal size, well rammed Sqm 1,405.09 614.05 8,62,794.81

and consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the

Providing and laying in position ready mixed or site

batched design mix cement concrete for plain cement

concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103

4.20 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength;

including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the engineer-

in-charge; for the following grades of concrete.

4.20.1 All works upto plinth level :

Concrete of M10 grade with minimum cement

content of 220 kg /cum

TOTAL OF SUB HEAD: CONCRETE WORK 1,28,61,394.81

REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc.

5.9 and removal of form for :

Foundations, footings, bases of columns, etc. for mass

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

9 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 680.87 733.70 4,99,555.00

10 5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 1,372.69 766.75 10,52,506.99

Steel reinforcement for R.C.C. work including

5.22 straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or

Steel reinforcement for R.C.C. work including

5.22A straightening, cutting, bending, placing in position and

binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

5.33 including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as

per direction of Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330

kg/cum. Excess/less cement used as per design mix is

payable/recoverable separately)

13 5.33.1 All works upto plinth level : Cum 455.00 7,997.30 36,38,771.50

14 5.33.2 All works above plinth level upto floor V level Cum 432.00 9,400.85 40,61,167.20

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Extra for providing richer mixes at all floor levels.

(Note:- Excess/less cement over the specified cement

content used is

payable /recoverable separately)

Providing M-30 grade concrete instead of M-25 grade

15 5.34.1 BMC/ RMC. (Note:- Cement content considered in M-30 Cum 880.00 69.75 61,380.00

is @ 340 kg/cum)

Providing and placing in position precast reinforced

cement concrete waffle units, square or rectangular, as

per design and shape for floors and roofs in 1:1½:3 (1

Cement : 1½ coarse sand (zone-III) : 3 graded stone

aggregate 10 mm nominal size), including flush or deep

5.36 ruled pointing at joints with Cement mortar 1:2 (1 Cement Cum 60.00 25,483.10 15,28,986.00

: 2 Fine sand) making necessary holes of required sizes

for carrying through service lines etc., providing steel

hooks for lifting etc, form work in pre-casting, handling,

hoisting, centring and erection complete for all floor levels

but, excluding the cost of reinforcement.

TOTAL OF SUB HEAD: REINFORCED CEMENT

SUB HEAD: MASONARY WORK

Brick work with common burnt clay FPS (non modular)

6.1.1 bricks of class designation 7.5 in foundation and plinth Cum. 46.69 6,376.25 2,97,707.11

in:-Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular)

6.4 bricks of class designation 7.5 in superstructure above

plinth level up to floor V level in all shapes and sizes in :

16 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 47.00 7,590.45 3,56,751.15

Half brick masonry with common burnt clay F.P.S.(non

6.13 modular) bricks of class designation 7.5 in superstructure

above plinth level up to floor V level

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)

17 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 84.00 932.10 78,296.40

Brick work with non modular fly ash bricks conforming to

IS:12894,class designation 10 average compressive

strength in super structuremabove plinth level up to floor

18 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 7.47 7,280.70 54,389.74

Providing and laying autoclaved aerated cement blocks

masonry with 100 mm thick AAC blocks in super

structure above plinth level up to floor V level in cement

mortar 1:4 (1 cement : 4 coarse sand ). The rate includes

providing and placing in position 2 Nos 6 mm dia M.S.

bars at every third course of masonry work.

Providing and laying autoclaved aerated cement blocks

masonry with 150mm/230mm/300 mm thick AAC blocks

in super structure above plinth level up to floor V level

with RCC band at sill level and lintel level with approved

block laying polymer modified adhesive mortar all

complete as per direction of Engineer-in-Charge. (The

payment of RCC band and reinforcement shall be made

for seperately).

TOTAL OF SUB HEAD: MASONARY WORK 30,34,829.42

SUB HEAD: STONE WORK

Providing and fixing horizontal chajja of stone 40 mm

thick and upto 80 cm projection in cement mortar 1:4 (1

7.29 cement : 4 coarse sand), including pointing in white

cement mortar 1:2 (1 white cement : 2 stone dust) with

an admixture of pigment matching the stone shade :

Stone work, plain in copings, cornices, string courses and

plinth courses, upto 75 mm thick in Cement mortar 1:6 (1

7.32 cement : 6 coarse sand), including pointing with white

cement mortar 1:2 (1 white cement : 2 stone dust) with

an admixture of pigment matching the stone shade

TOTAL OF SUB HEAD: STONE WORK 48,51,032.47

SUB HEAD: CLADDING WORK

Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias

and similar locations of required size, approved shade,

8.2 colour and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment, epoxy touch

ups, including rubbing, curing, moulding and polishing to

edges to give high gloss finish etc. complete at all levels.

8.2.2 Granite of any colour and shade

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing edge molding to 18 mm thick marble stone

counters, Vanities etc., including machine polishing to

edge to give high gloss finish etc. complete as per design

approved by Engineer-in-Charge.

Extra for providing opening of required size & shape for

wash basin/ kitchen sink in kitchen platform, vanity

counter and similar location in marble/ Granite/ stone

work, including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges

Providing and fixing Ist quality ceramic glazed wall tiles

conforming to IS: 15622 (thickness to be specified by the

manufacturer), of approved make, in all colours, shades

except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed of cement mortar

1:3 (1 cement : 3 coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching shade

TOTAL OF SUB HEAD: CLADDING WORK 1,94,56,925.15

SUB HEAD: WOOD AND PVC WORK

Providing and fixing M.S. grills of required pattern in

frames of windows etc. with M.S. flats, square or round

bars etc. including priming coat with approved steel

primer all complete

Fixed to openings/ wooden frames with rawl plugs

Providing 40x5 mm flat iron hold fast 40 cm long

including fixing to frame with 10 mm diameter bolts, nuts

and wooden plugs and embedding in cement concrete

block 30x10x15cm 1:3:6 mix (1 cement

: 3 coarse sand : 6 graded stone aggregate 20mm

Providing and fixing bright finished brass 100 mm mortice

30 9.76 latch and lock with 6 levers and a pair of lever handles of Each 224.11 712.75 1,59,735.83

approved quality with necessary screws etc. complete.

Providing and fixing aluminium sliding door bolts, ISI

marked anodised (anodic coating not less than grade AC

10.0 10 as per IS : 1868), transparent or dyed to required

colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked,

anodised (anodic coating not less than grade AC 10 as

10.0 per IS : 1868 ) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked,

anodised (anodic coating not less than grade AC 10 as

9.1 per IS : 1868) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door

stopper, ISI marked, anodised (anodic coating not less

9.1 than grade AC 10 as per IS : 1868) transparent or dyed

to required colour and shade, with necessary screws etc.

37 9.101.2 Twin rubber stopper each 266.13 62.05 16,513.61

Providing and fixing aluminium casement stays, ISI

marked, anodised (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour and shade, with necessary screws etc. complete.

Providing and fixing magnetic catcher of approved quality

ward robe shutters, including fixing with necessary

screws etc. complete.

39 9.114.2 Double strip (horizontal type) each 356.65 31.05 11,073.84

TOTAL OF SUB HEAD: WOOD AND PVC WORK 7,90,399.81

SUB HEAD: STEEL WORK

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Supplying and fixing rolling shutters of approved make,

made of required size M.S. laths, interlocked together

through their entire length and jointed together at the end

by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside

10.6 and outside locking with push and pull operation

complete, including the cost of providing and fixing

necessary 27.5 cm long wire springs manufactured from

high tensile steel wire of adequate strength conforming to

IS: 4454 - part 1 and M.S. top cover of required thickness

for rolling shutters.

40 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 603.23 2,944.10 17,75,983.57

41 10.70 Providing and fixing ball bearing for rolling shutters. each 289.48 419.85 1,21,537.34

Extra for providing mechanical device chain and crank

10.8 operation for operating rolling shutters.

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc., including

10.16 cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer, including welding and

bolted with special shaped washers etc. complete.

43 10.16.1 Hot finished welded type tubes kg 6,693.24 143.45 9,60,144.65

Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and applying

10.25 a priming coat of approved steel primer using structural

steel etc. as required. in stringers, tread, landings etc. of

stair cases, including use of

In gratings, frames, guard bar, ladder, railings, brackets,

44 10.25.2 gates and similar works kg 3,186.87 131.00 4,17,480.32

Providing and fixing stainless steel ( Grade 304) railing

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature

(wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the

railing with necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-incharge, (for

payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

TOTAL OF SUB HEAD: STEEL WORK 46,09,630.91

SUB HEAD: FLOORING

Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a floating

coat of neat cement, including cement slurry, but

excluding the cost of nosing of steps etc. complete.

46 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 179.29 498.35 89,348.97

40 mm thick fine dressed stone flooring over 20 mm

(average) thick base of cement mortar 1:5 (1 cement : 5

11.29 coarse sand), including pointing with cement mortar 1:2

(1 cement : 2 stone dust) with an admixture of pigment to

match the shade of stone

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with water

absorption less than 0.08 % and conforming to I.S.

15622, of approved make, in all colours & shade, in

skirting, riser of steps, over 12 mm thick bed of cement

mortar 1:3 (1 cement: 3 coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including grouting the joint

with white cement & matching pigments etc. complete.

Providing and laying flamed finish Granite stone flooring

in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab over

20 mm (average) thick base of cement mortar 1:4 (1

cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with

pigment of matching shade including rubbing, curing and

polishing etc. all complete as specified and as directed

by the Engineer-in-Charge :

Flamed finish granite stone slab Jet Black, Cherry Red,

Elite Brown, Cat Eye or equivalent.

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing and laying Polished Granite stone flooring in

required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the

architectural drawings with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1

11.56 cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with

pigment of matching shade including rubbing, curing and

polishing etc. all complete as specified and as directed

by the Engineer-in-Charge.

Polished Granite stone slab jet Black, Cherry Red, Elite

Cat Eye or equivalent

TOTAL OF SUB HEAD: FLOORING 1,95,10,207.89

SUB HEAD: ROOFING

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

51 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, each 63.50 244.05 15,496.78

finished with 12 mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement, rounding the

edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

12.41 including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion, (i) Single

socketed pipes.

Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special

sections, power pressed from M.S. sheets and

galvanized with zinc coating of 120 gms/sqm (both side

inclusive) as per IS : 277 and consisting of angle cleats

of size 25 mm wide x 1.6 mm thick with flanges of 27 mm

and 37mm, at 1200 mm centre to centre, one flange fixed

to the ceiling with dash fastener 12.5 mm dia x 50mm

long with 6mm dia bolts, other flange of cleat fixed to the

angle hangers of 25x10x0.50 mm of required length with

nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels 45x15x0.9

mm running at the spacing of 1200 mm centre to centre,

to which the ceiling section 0.5 mm thick bottom wedge

of 80 mm with tapered flanges of 26 mm each having lips

of 10.5 mm, at 450 mm centre to centre, shall be fixed in

a direction perpendicular to G.I. intermediate channel

with connecting clips made out of 2.64 mm dia x 230 mm

12.45 long G.I. wire at every junction, including fixing perimeter

channels 0.5 mm thick 27 mm high having flanges of 20

mm and 30 mm long, the perimeter of ceiling fixed to

wall/partition with the help of rawl plugs at 450 mm

centre, with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to ceiling

section and perimeter channel with the help of dry wall

screws of size 3.5 x 25 mm at 230 mm c/c, including

jointing and finishing to a flush finish of tapered and

square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on both

sides of joint and two coats of primer suitable for board,

all as per manufacturer's specification and also including

the cost of making openings for light fittings, grills,

diffusers, cutouts made with frame of perimeter channels

suitably fixed, all complete as per drawings, specification

and direction of the Engineer in Charge but excluding the

cost of painting with :

12.5 mm thick tapered edge gypsum plain board

12.45.1 conforming to IS: 2095- (Part I) : 2011 (Board with BIS

certification marks)

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing and fixing tiled false ceiling of specified

materials of size 595x595 mm in true horizontal level,

suspended on inter locking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120 grams/

sqm, both side inclusive) consisting of m n "T" runner

with suitably spaced joint to get required length and of

size 24x38 mm made from 0.30 mm thick (minimum)

sheet, spaced at 1200 mm center to center and cross "T"

of size 24x25 mm made of 0.30 mm thick (minimum)

sheet, 1200 mm long spaced between main "T" at 600

mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size 24x25

mm made of 0.30 mm thick (minimum) sheet to be

interlocked at middle of the 1200x600 mm panel to form

grids of 600x600 mm and wall angle of size 24x24x0.3

mm and laying false ceiling tiles of approved texture in

the grid including, required utting/making, opening for

services like diffusers, grills, light fittings, fixtures, smoke

detectors etc. Main "T" runners to be suspended from

ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6

mm fixed to ceiling with 12.5 mm dia and 50 mm long

dash fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced at

1200 mm center to center along main T, bottom exposed

width of 24 mm of all T-sections shall be pre-painted with

polyester paint, all complete for all heights as per

specifications, drawings and as directed by Engineer-in-

GI Metal Ceiling Lay in plain Tegular edge Global white

color tiles of size 595x595 mm, and 0.5 mm thick with 8

mm drop; made of G I sheet having galvanizing of 100

gms/sqm (both sides inclusive) and electro statically

polyester powder coated of thickness 60 microns

(minimum), including factory painted after bending.

Providing and Fixing 15 mm thick densified tegular edged

eco friendly light weight calcium silicate false ceiling tiles

of approved texture of size 595 x 595 mm in true

horizontal level, suspended on interlocking metal grid of

hot dipped galvanised steel sections (galvanising @ 120

grams per sqm including both side) consisting of main ‘T’

runner suitably spaced at joints to get required length

and of size 24x38 mm made from 0.33 mm thick

(minimum) sheet, spaced 1200 mm centre to centre, and

cross “T” of size 24x28 mm made out of 0.33 mm

(Minimum) sheet, 1200 mm long spaced between main’T’

at 600 mm centre to centre to form a grid of 1200x600

mm and secondary cross ‘T’ of length 600 mm and size

24 x28 mm made of 0.33 mm thick (Minimum) sheet to

be inter locked at middle of the 1200x 600 mm panel to

from grid of size 600x600 mm, resting on periphery

walls /partitions on a Perimeter wall angle pre-coated

steel of size(24x24X3000 mm made of 0.40 mm thick

(minimum) sheet with the help of rawl plugs at 450 mm

centre to centre with 25 mm long dry wall screws @ 230

mm interval and laying 15 mm thick densified edges

calicum silicate ceiling tiles of approved texture in the

grid, including, cutting/ making opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors

etc., wherever required. Main ‘T’ runners to be

suspended from ceiling using G.I. slotted cleats of size

25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50

mm long dash fasteners, 4 mm G.I. adjustable rods with

galvanised steel level clips of size 85 x 30 x 0.8 mm,

spaced at 1200 mm centre to centre along main ‘T’,

bottom exposed with 24 mm of all Tsections shall be pre-

painted with polyster baked paint, for all heights, as per

specifications, drawings and as directed by Engineer-in-

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing & fixing false ceiling at all height including

providing & fixing of framework made of special section,

power pressed from M.S. sheets and galvanised with

zinc coating of 120 gms/ sqm (both side inclusive) as per

IS : 277 and consisting of angle cleat of size 25mm wide

x 1.6mm thick with flanges of 27mm and 37mm, at

1200mm c/c, one flange fixed to the ceiling with dash

fastener 12.5mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of 25 x10

x0.50mm of required length with nuts & bolts of required

size and other end of angle hanger fixed with

intermediate G.I chanels 45 x15 x 0.90mm running at the

spacing of 1200 mm c/c, to which the ceiling section

0.5mm thick bottom wedge of 80mm with tapered flanges

of 26 mm each having lips of 10.5mm, at 450mm c/c,

shall be fixed in a direction perpendicular to G.I

intermediate channel with connecting clip made out of

2.64mm dia x 230mm long G.I wire at every junction,

12.59 including fixing perimeter channels 0.50mm thick 27mm

high having flanges of 20mm and 30mm long, the

perimeter of ceiling fixed to wall/ partitions with the help

of Rawl plugs at 450mm centre, with 25mm long dry wall

screws @ 230mm interval, including fixing of Calcium

Silicate Board to ceiling section and perimeter channels

with the help of dry wall screws of size 3.5 x25mm at

230mm c/c, including jointing & finishing to a flush finish

of tapered and square edges of the board with

recommended jointing compounds, jointing

tapes,finishing with jointing compounds in three layers

covering up to 150mm on both sides of joints and two

coats of primer suitable for boards, all as per

manufacture's specification and also including the cost of

making opening for light fittings, grills, diffusers, cut outs

made with frame of perimeter channels suitably fixed, all

complete as per drawings, specificaton and direction of

the Engineer in charge but excluding the cost of painting

8 mm thick Calcium Silicate Board made with Calcareous

55 12.59.1 & Siliceous materials reinforced with cellulose fiber Sqm 2,812.55 1,273.05 35,80,516.23

manufactured through autoclaving process.

TOTAL OF SUB HEAD: ROOFING 69,30,242.47

SUB HEAD: FINISHING

13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half

brick wall of mix:

Cement plaster (1:3) finished with a floating coat of neat

13.16 6mm cement plaster of mix :-

13.16.1 1:3 (1 cement : 3 fine sand)

Providing and applying plaster of paris putty of 2 mm

58 13.26 thickness over plastered surface to prepare the surface Sqm 1,811.57 196.70 3,56,336.21

even and smooth complete

18 mm cement plaster in two coats under layer 12 mm

thick cement plaster 1:5 (1 cement : 5 coarse sand)

59 13.11 finished with a top layer 6 mm thick cement plaster 1:6 (1 Sqm 1,751.81 399.30 6,99,497.25

cement : 6 fine sand).

Pointing on stone work with cement mortar 1:3 (1 cement

: 3 fine sand) :

13.33.1 Flush/ Ruled pointing sqm 18,742.49 285.40 53,49,105.66

51 13.37 White washing with lime to give an even shade : Sqm

60 13.37.1 New work (three or more coats) 3,843.52 28.55 1,09,732.52

Finishing walls with textured exterior paint of required

Finishing walls with textured exterior paint of required

shade : New work (Two or more coats applied @ 3.28 ltr/

10 sqm) over and including priming coat of exterior

primer applied @ 2.20kg/10 sqm

Providing and fixing tensile canopies of all colours

62 NS-1 shades and as approved by engineer in charge with PU 2.00 12,00,100.00 24,00,200.00

paint finish with structure complete in all respects sum

Providng and laying Delhi Blue stone 125mm thick

cladding on external masonary surface with cement

mortar 1:3 i/c leveling at every 600mm and providing

MS / SS cramps / supports and pointing the exposed

surface with cement pigment mix mortar as per approved

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing and fixing 1.2 mm thick corten (weathered)

steel grade cladding system over RCC Columns i/c cost

of base frame, welding, joint sealing complete in all

Providing and fixing Wood Plastic Composite Jail /

Panels CNC cut on MS pergolas with all necessary

fittings as directed by engineer-in-charge complete in all

TOTAL OF SUB HEAD: FINISHING 1,70,72,210.94 1,96,80,025.00

SUB HEAD: REPAIRS TO BUILDING

Providing and laying in situ five course water proofing

treatment with APP (Atactic Polypropylene) modified

Polymeric memberane over roof consisting of first coat of

bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses

of bonding material @ 1.20 kg/sqm, which shall consist

of blown type bitumen of grade 85/25 conforming to IS :

702, 3rd layer of roofing membrane APP modified

Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm

weight consisting of five layers prefabricated with centre

66 14.87 core as 100 micron HMHDPE film sandwiched on both Sqm 5,953.31 408.75 24,33,415.94

sides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film. 5th,

the top most layer shall be finished with brick tiles of

class designation 10 grouted with cement mortar 1:3 (1

cement : 3 fine sand) mixed with 2% integral water

proofing compound by weight of cement over a 12 mm

layer of cement mortar 1:3 (1 cement : 3 fine sand) and

finished neat (item of laying brick tiles shall be paid for

TOTAL SUB HEAD: REPAIRS TO BUILDING 26,05,928.40

SUB HEAD: ROAD WORK

Preparation and consolidation of sub grade with power

road roller of 8 to 12 tonne capacity after excavating

earth to an average of 22.5 cm depth, dressing to

67 16.1 camber and consolidating with road roller including sqm 5,829.71 156.75 9,13,807.58

making good the undulations etc. and re-rolling the sub

grade and disposal of surplus earthwith lead upto 50

Extra for compaction of earth work in embankment under

68 16.2 optimum moisture conditions to give at least 95% of the cum 47,438.91 18.20 8,63,388.12

maximum dry density (proctor density)

Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform

thickness, hand picking, rolling with 3 wheeled road/

vibratory roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming requisite type

of screening / binding material to fill up interstices of

coarse aggregate, watering and compacting to the

required density .

Dry stone pitching 22.5 cm thick including supply of

preparing surface complete

Providing and laying factory made chamfered edge

Cement Concrete paver blocks in footpath, parks, lawns,

drive ways or light traffic parking etc, of required strength,

thickness & size/ shape, made by table vibratory method

using PU mould, laid in required colour & pattern over

50mm thick compacted bed of sand, compacting and

60 16.91 proper embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory compaction

by using plate vibrator, filling the joints with sand and

cutting of paver blocks as per required size and pattern,

finishing and sweeping extra sand. complete all as per

direction of Engineer-in-Charge.

80 mm thick C.C. paver block of M-30 grade with

color design and pattern of M-25 grade cement concrete

in position to the required line, level and curvature,

jointed with cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without grooves

70 16.91.2 (thickness of joints except at sharp curve shall not to sqm 5,980.99 953.00 56,99,882.52

more than 5mm), including making drainage opening

wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall

be measured for payment). (Precast C.C. kerb stone

shall be approved

by Engineer-in-charge).

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing and laying at or near ground level factory made

kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except

71 16.69.2 at sharp curve shall not to more than 5mm), including cum 18.68 8,376.15 1,56,432.98

making drainage opening wherever required complete

etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-

Construction of granular sub-base by providing close

graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material

by tippers to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader

on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per

specifications and directions of Engineer-in-Charge

With material conforming to Grade-I (size range 75 mm

to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded

stone aggregate (size range 53 mm to 0.075 mm ) to wet

mix macadam (WMM) specification including premixing

the material with water at OMC in mechanical mix plant,

carriage of mixed material by tipper to site, for all leads &

73 16.79 lifts, laying in uniform layers with mechanical paver Cum 23.84 2,641.40 62,970.75

finisher in sub- base / base course on well prepared

surface and compacting with vibratory roller of 8 to 10

tonne capacity to achieve the desired density, complete

as per specifications and directions of Engineer-in-

Construction of dry lean cement concrete sub base over

a prepared sub-grade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per

specifications, cement content not to be less than 150

74 16.8 Kg/cum, optimum moisture content to be determined 39.73 3,881.85 1,54,238.28

during trial length construction, concrete strength not to

be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid with a

mechanical paver, compacting with 8-10 tonne vibratory

roller, finishing and curing etc. complete as per direction

TOTAL OF SUB HEAD:ROAD WORK 2,24,94,817.77

SUB HEAD: SANITARY INSTALLATIONS

17.34 Providing and fixing toilet paper holder :

17.35 Providing and fixing soil, waste and vent pipes

Providing and fixing trap of self cleansing design with

screwed down or hinged grating with or without vent arm

complete, including cost of cutting and making good the

walls and floors :

17.60.1 100 mm inlet and 100 mm outlet

Providing and fixing trap of self cleansing design with

screwed down or hinged grating with or without vent arm

76 17.60.1.1 complete, including cost of cutting and making good the Each 114.86 1,512.55 1,73,727.56

walls and floors. 100 mm inlet and 100 mm outlet Sand

cast iron S&S as per IS: 3989

Providing and fixing white vitreous china battery based

infrared sensor operated urinal of approx. size 610 x 390

x 370 mm having pre & post flushing with water (250 ml

77 17.8 & 500 ml consumption), having water inlet from back Each 44.82 6,913.90 3,09,897.59

side, including fixing to wall with suitable brackets all as

per manufacturers specification and direction of

Engineer-in-charge.

Providing and fixing white vitreous china European Water

Closet wall hung with seat & lid, 3/6 liters concealled

cistern with dual flush plate C.P flush bend fittings & C.I

brackets, including cutting & making good the walls &

78 NS-5 floors where our required.The WC shall be complete with Each 48.00 11,250.00 5,40,000.00

P or S trap as required. The WC pan with ISI marked

white solid plastic seat & lid and health faucet etc.

complete. As per GRIHA requirements complete as per

specifications and directions of Engineer-in-Charge

Providing concealed type cistern with dual flow facility

a) comprising of actuator button facia assembly including

brass / SS screws and washer complete.

b) CI chair supports for the water closet

Matching coloured solid plastic seat & cover very

c) heavy quality with rubber buffers fixed to the closet with

CP brass pillar hinges.

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Stop Cocks for operating the faucets along with health

Providing and fixing White Vitreous China wash basin

square/ rectangular/round counter sunk with wall

mounted push taps C.I. brackets 32 mm C.P brass

waste of standard pattern, bottle traps etc including

79 NS-6 painting of fittings and brackets, cutting and making good Each 27.00 8,500.00 2,29,500.00

the walls wherever required & final connection to the

nearest floor trap with PVC connection of required size.

As per GRIHA requirements complete as per

specifications and directions of Engineer-in-Charge

Fixing, testing & comissioning of C.P brass taps with

1No 32mm CP cast brass bottle trap with extension

b) piece to wall, wall flange with rubber adopter waste

1Nos heavy quality CP brass angular stop cock 15mm

size with CP brass flexible connector pipe. The

supporting bracket shall be provided with 3 coats of

approved paint of approved shade

Providing & fixing CP brass liquid soap dispensers with

CP brass bracket capacity 250 ml.complete with all the

accesoories including the screws , washers , cutting in

walls , doors and making it good.

Providing storage type water cooler of the following

capacity, I.S.I marked, stainless steel front panel, C.P

brass push cock, inlet float valve with all plumbing and

81 NS-8 electrical accessories, inlet, outlet, overflow and drain out Each 3.00 26,682.19 80,046.57

connection.( Bluestar )Cooling capacity 15Lts/Hr Storage

capacity 40 Lts complete as per specifications and

directions of Engineer-in-Charge

Providing water purifier/RO of water flow rate 2.0 Lit/min.

Including all components and accessories need to be

82 NS-9 connected to the water cooler. as per manufacture Each 3.00 20,726.55 62,179.65

specifications complete as per specifications and

directions of Engineer-in-Charge

Providing Automatic air freshner system with turbo fan,

battery & cartridge and all the allied accesoories..

complete as per specifications and directions of

Engineer-in-Charge

Providing C.P. brass Towel ring 150mm Dia complete as

per specifications and directions of Engineer-in-Charge

Providing solid state, no touch operating, fully hygienic

hand drier of approved shade with double blower,

85 NS-12 continous repeat usage,time delay, summer & winter Each 9.00 12,227.00 1,10,043.00

control complete as per specifications and directions of

Engineer-in-Charge

Supply and installation of Hand towel dispenser complete

with all the accessories and fiiitngs and the initial fill of

tissues complete as per specifications and directions of

Engineer-in-Charge

1Nos heavy quality CP brass angular stop cock 15mm

size with CP brass flexible connector pipe. The

87 NS-14 supporting bracket shall be provided with 3 coats of Each 8.00 450.00 3,600.00

approved paint of approved shade complete as per

specifications and directions of Engineer-in-Charge

Stop Cocks for operating the faucets along with health

88 NS-15 faucets complete as per specifications and directions of Each 8.00 250.00 2,000.00

Engineer-in-Charge

Providing & fixing wall mounted 35 mm dia. Galvanised

powder coated grab bar including cutting & making good

the walls complete as per specifications and directions of

Engineer-in-Charge

Supply of SS Sink double bowl as per tech specifications

complete as per directions of Engineer-in-Charge

Providing and fixing 600x450mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm

91 NS-18 thick hard board ground fixed to wooden cleats with sqm 10.80 4,752.00 51,321.60

C.P. brass screws and washers complete as per

specifications and directions of Engineer-in-Charge

TOTAL SUB HEAD: SANITARY INSTALLATIONS 5,03,248.96 26,61,030.21

SUB HEAD: WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing.

120 18.8 This includes jointing of pipes & fittings with one step

CPVC solvent cement and the cost of cutting chases and

making good the same including testing of joints

complete as per direction of Engineer in Charge

Concealed work, including cutting chases and making

good the walls etc.

92 18.8.1 15 mm nominal outer dia Pipes metre 1,456.73 409.65 5,96,748.63

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

93 18.8.2 20 mm nominal outer dia Pipes metre 65.37 478.15 31,254.75

94 18.8.3 25 mm nominal outer dia Pipes metre 1,442.72 561.95 8,10,737.07

95 18.8.4 32 mm nominal outer dia Pipes metre 68.17 679.15 46,295.89

Providing and fixing gun metal gate valve with C.I wheel

of approved quality.(screwed end).

Providing and fixing ball valve (brass) of approved quality

, high or low pressure , with plastic floats complete

SITC of Fountain With Valve, Nosle Including Art work,

water proofing, mossaic tiles Etc.. As per Technical

Specification complete as per directions of Engineer-in-

TOTAL OF SUB HEAD: WATER SUPPLY 15,18,057.14 20,00,000.00

SUBHEAD: DRAINAGE

Providing, laying and jointing glazed stoneware pipes

class SP-1 with stiff mixture of cement mortar in the

proportion of 1:1 (1 cement : 1 fine sand) including

testing of joints etc. complete :

Providing and fixing cement concrete 1:5:10

(1cement: 5 coarse sand: 10 graded stone aggregate

19.2 40mm nominal size) all-round S.W. pipes including

bed concrete as per standard design:

Providing and fixing square-mouth S.W. gully trap

class SP-1 complete with C.I. grating brick masonry

chamber with water tight C.I. cover with frame of

19.4 300 x300 mm size (inside) the weight of cover to be

not less than 4.50 kg and frame to be not less than

2.70 kg as per standard design :

19.4.1 100x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of

Constructing brick masonry manhole in cement

mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C.

top slab with 1:2:4 mix (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse

sand : 8 graded stone aggregate 40 mm nominal

19.7 size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with

floating coat of neat cement and making channels in

cement concrete1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished

with a floating coat of neat cement complete as per

standard design

Inside size 90x80 cm and 45 cm deep including C.I.

cover with frame (light duty) 455x610 mm internal

19.7.1 dimensions, total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5

Extra depth for circular type manhole 0.91m internal

19.8 dia (at bottom) beyond 0.91 m to 1.67 m

19.8.1 Size 90x80 cm

With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5

TOTAL SUBHEAD: DRAINAGE 65,447.08

SUB HEAD: ALUMINIUM WORK

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH 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 rubber/

21.1 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 / paneling, C.P.

brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid

for separately) :

21.1.1 For fixed portion

Powder coated aluminium (minimum thickness of powder

Polyester powder coated aluminium (minimum thickness

of polyester powder coating 50 micron)

For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

21.1.2 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

Providing and fixing 12 mm thick prelaminated particle

board flat pressed three layer or graded wood particle

board conforming to IS: 12823 Grade l Type ll, in

21.2 panelling fixed in aluminum doors, windows shutters and

partition frames with C.P. brass / stainless steel screws

etc. complete as per architectural drawings and

directions of engineer-in-charge.

Pre-laminated particle board with decorative lamination

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

21.3 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):

With float glass panes of 5 mm thickness (weight not less

than 12.50 kg/ sqm)

With float glass panes of 8 mm thickness (weight not less

than 20 kg/ sqm)

Providing and fixing of WPC Door with necessary

116 NS-20 arrangments complete as per specifications and sqm 80.00 4,000.00 3,20,000.00

directions of Engineer-in-Charge

TOTAL SUB HEAD: ALUMINIUM WORK 41,62,903.71 3,20,000.00

SUB TOTAL - CIVIL WORKS 13,88,71,710.62 2,46,61,055.21

MEP / Electrical Works

SUB HEAD: WIRING:WIRING IN PVC CONDUIT

5 1.22.7 GI Metal Boxes 200 mm X 150 mm X 60 mm deep Each 683.00 261.00 1,78,263.00

6 1.22.2 GI Metal Boxes 100 mm X 100 mm X 60 mm deep Each 643.00 160.00 1,02,880.00

7 1.22.14 GI Metal Boxes 200 mm X 300 mm X 100 mm deep Each 606.00 403.00 2,44,218.00

9 1.24.4 3 pin 5/6 amp socket outlet Each 436.00 111.00 48,396.00

Supplying and fixing MS Conduits of various sizes

10 NS-21 10/20/30 mm complete as per specifications and meter 11,800.00 80.00 9,44,000.00

directions of Engineer-in-Charge

specifications and directions of Engineer-in-Charge

Supplying and fixing stepped type electronic fan regulator

12 1.25 on the existing modular plate switch box including Each 15.00 342.00 5,130.00

connections but excluding modular plate etc. as required.

Supply of Lights in the provided areas and landscape as

13 NS-22 per approved design, technical speci cations and as per job 2.00 20,00,000.00 40,00,000.00

instructions of the engineer incharge

Fixing of Lights in the provided areas and landscape as

15 NS-23 per approved design, technical speci cations and as per job 2.00 5,00,000.00 10,00,000.00

instructions of the engineer incharge

Supply of Lights as per approved design, technical

16 NS-24 speci cations and as per instruction of engineer in job 5.00 1,50,000.00 7,50,000.00

charge (scheme-1 Drg.)

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Supply of Lights as per approved design,technical

17 NS-25 speci cations and as per instructions of the engineer job 1.00 7,00,010.00 7,00,010.00

incharge (scheme-2 Drg.)

Fixing of Lights as per approved design,technical

18 NS-26 speci cations and as per instruction of engineer in job 5.00 30,000.00 1,50,000.00

charge(scheme-1 Drg.)

Fixing of Lights as per approved design,technical

19 NS-27 speci cations and as per instructions of the engineer job 1.00 50,000.00 50,000.00

incharge (scheme-2 drg.)

Supply of Lights as per approved design

(scheme-3a(8nos)& 3b(9nos) Drg.),technical

speci cations and as per instructions of the engineer in

Supply of Lights as per approved design

(scheme-3a(8nos)& 3b(9nos) Drg.),technical

speci cations and as per instructions of the engineer in

TOTAL OF SUB HEAD: WIRING IN PVC CONDUIT 37,49,587.00 1,69,30,010.00

SUB HEAD: MCCB, MCB & DB’S

Supplying and fixing of following ways surface/ recess

mounting, vertical type, 415 V, TPN MCB distribution

board of sheet steel, dust protected, duly powder

painted, inclusive of 200 A tinned copper bus bar,

common neutral link, earth bar, din bar for mounting

MCBs (but without MCBs and incomer ) as required .

(Note : Vertical type MCB TPDB is normally used

where 3 phase outlets are required.)

TOTAL OF SUB HEAD: MCCB, MCB & DB’S 8,07,774.00

SUB HEAD: CABLE TRAYS

27 4.1.2 150mm width X 50mm deep X 1.6mm Thickness Metre 1,430.00 531.00 7,59,330.00

TOTAL OF SUB HEAD: CABLE TRAYS 7,59,330.00

SUB HEAD: EARTHING

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm

thick including accessories, and providing masonry

enclosure with coverplate having locking arrangement

and watering pipe of 2.7 metre longetc. with charcoal/

coke and salt as required complete as per specifications

and directions of Engineer-in-Charge

TOTAL OF SUB HEAD: EARTHING 1,11,888.00

SUB HEAD:MV CABLE SUPPLY JOINTING & END

29 NS-30 Supply of 3.5x 95 Sqmm Cable Each 160.00 1,000.00 1,60,000.00

Above 35 sq. mm and upto 95 sq. mm (clamped with

TOTAL OF SUB HEAD: MV CABLE JOINTING & END

TERMINATION 17,516.00 1,60,000.00

SUB HEAD:HVAC WORKS

Supply Installation Testing Commissioning of Split AC 1.1

1.4 Interpretation Centre not less than 3 HP tonnage

capacity including complete cu piping work etcas per tech

specifications complete as per directions of Engineer-in-

Supply Installation Testing Commissioning of VRV/VRF

1.1 Control Room

1.4 Interpretation Centre

not less than 20 HP tonnage capacity including complete

cu piping work as per tech specifications complete as per

directions of Engineer-in-Charge

TOTALSUB HEAD: HVAC WORKS 22,00,001.00

SUB HEAD: VENTILATION WORK 0.00

Factory fabricated GSS sheet metal rectangular/round

34 NS -33 ducting of following sheet thickness 1 mm complete as sqm 480.00 692.50 3,32,400.00

per specifications and directions of Engineer-in-Charge

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Supply of ventilation fans as per design 3000 cfm and as

35 NS -34 per approval of engineer incharge complete as per nos 24.00 20,000.00 4,80,000.00

speci ications and directions of Engineer-in-Charge

Supply installation testing commssioning (scheme-4 Drg.)

36 NS-35 complete as per specifications and directions of job 5.00 9,000.00 45,000.00

Engineer-in-Charge

Supply installation testing commssioning (scheme-5 Drg.)

37 NS-36 as per directions of engineer in charge job 2.00 30,000.00 60,000.00

TOTAL SUB HEAD: VENTILATION WORK 3,32,400.00 5,85,000.00

SUB HEAD: FIRE ALARM

10 zone control panel for fire alarm system with

250 Watt amplifier racks suitable for operation on

230V AC/24V DC supply conforming to IEC-268-3

complete with all accessories as required 2 Nos.

(one to act as standby)

Talk back master station with LED PTT (Press to talk)

push button for operation on 230V AC/24 V DC supply

conforming to IEC-268 for simplex mode of

operation/communication suitable for 20 Nos.talk

back unit 1 set.

Annoucement control desk suitable for selection of

different zones selectively and ON ALL CALL switch

with visual indication etc., complete as required 1 Set.

38 NS -37 Amplifier change over switch for inter changing Nos 2.00 47,177.00 94,354.00

amplifier 1 No.

Monitor panel for loudspeaker complete output

selector ON/OFF switch, fuse visual indications

etc. complete as required 1 No.

Gooseneck microphone with stand and ON/OFF

Mains ON/OFF switch, fuse indication lamps,

DC and AC voltMetres & Ammetres terminal

blocks etc. complete as required 1 Set.

Battery charger trickle cum boost to take complete

load of fire alarm & PA system complete with all

accessories including providing & fixing of 2 nos.12 volt,

60 AH each sealed maintenance free batteries 1 Set

complete as per specifications and directions of

Engineer-in-Charge

Supplying & laying of 2x1.5 sqmm fire survival armoured

cable, 600/1000V rated with annealed copper conductor

having glass mica fire barrier tape covered by an

39 17.5.1 extruded layer of Cross Linkable Ethylene Propylene meter 1,000.00 328.00 3,28,000.00

Rubber (EPR) insulation and LSZH inner bedding, steel

wire armouring & LSZH outer sheath complete as

Manual call boxes of MS Type in surface/recess with

stainless steel chain & hammer assembly complete

with glass and push button etc complete as per

specifications and directions of Engineer-in-Charge

Final Testing and Commissioning and misc works

41 NS-39 complete as per specifications and directions of job 2.00 4,00,000.00 8,00,000.00

Engineer-in-Charge

TOTAL SUB HEAD: FIRE ALARM 4,28,354.00 8,00,000.00

SUB HEAD: PA SYSTEM

Supplying, installation, testing & commissioning of 6

zone, voice alarm controller with USB, MP3 player

42 17.3.1 (including 6 zone button paging station) with seamless nos 2.00 1,26,399.00 2,52,798.00

integration facility with main fire alarm panel for voice

evacuation complete as required.

Supplying, installation, testing & commissioning of

1.5/3/6W ceiling speaker complete as required

Supplying, installation, testing & commissioning of

44 17.3.3 1.5/3/6W metal box ceiling/wall speakers complete as nos 16.00 1,780.00 28,480.00

Cabling wiring testing commssionning work complete as

per instruction of engineer incharge

TOTAL SUB HEAD: PA SYSTEM 3,19,358.00 6,00,000.00

SUB HEAD: CCTV WORK

SITC of 8 nos of dome cameras cameras with details as

46 NS-41 per technical specifications and as per approval of job 1.00 300000.00 3,00,000.00

engineer incharge

SITC of 8 nos of bullet cameras with accessories as per

47 NS-42 technical specifications and as per approval of engineer job 1.00 5,00,000.00 5,00,000.00

SITC of 10 nos of dome cameras with accessories as per

48 NS-43 technical specifications and as per approval of engineer job 1.00 4,00,000.00 4,00,000.00

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

SITC of 10 nos of bullet cameras with accesories as per

49 NS-44 technical specifications and as per approval of engineer job 1.00 8,00,000.00 8,00,000.00

UPS and emergency lighting system with accesories as

50 NS-45 per design, tech specs and as per decision of the job 2.00 3,00,000.00 6,00,000.00

engineer in charge(10kva)

Access Control System

SITC of Turnstiles as per technical specifications and as

51 NS-46 per approval of engineer in charge job 24.00 1,50,000.00 36,00,000.00

SITC of Employee Attendance System as per tech

52 NS-47 specifications complete as per directions of Engineer-in- job 2.00 2,50,000.00 5,00,000.00

TOTAL SUB HEAD: CCTV WORK 0.00 67,00,000.00

SUB HEAD: LAN AND EPBAX Works

SITC of EPBAX system in gate plaza with complete LAN/

wifi network points including installation of access points,

53 NS-48 access switch, wifi controller etc as per required design job 2.00 6,00,000.00 12,00,000.00

and technical specifications complete as per directions of

Engineer-in-Charge

TOTAL SUB HEAD: LAN AND EPBAX Works 0.00 12,00,000.00

SUB TOTAL - MEP WORKS 65,26,207.00 2,91,75,011.00

HEAD: HORTICULTURE & WATER BODY WORKS

Filling mixture of earth and sludge or manure in the

desired proportion in trenches, flooding with water and

leveling (cost of supplying earth and sludge or manure

and mixing excluded).

Digging holes in ordinary soil and refilling the same with

the excavated earth mixed with manure or sludge in the

ratio of 2:1 by volume (2 parts of stacked volume of earth

after reduction by 20% : 1 part of stacked volume of

2 2.14 manure after reduction by 8%) flooding with water,

dressing including removal of rubbish and surplus earth,

if any, with all leads and lifts (cost of manure, sludge or

extra good earth if needed to be paid for separately)

Providing & laying Selection no. 1 grass turf with earth

50mm to 60mm thickness of existing ground prepared

with proper level and ramming with required tools

4 2.34 wooden and than rolling the surface with light roller make Per Sqm 2,080.00 84.35 1,75,448.00

the surface smoothen and light watering the same

maintenance for 30 days or more till the grass establish

properly,as per direction of officer in charge

Providing and displaying of Areca Palm having ht. 1.80 m

to 2.10 m with 8 to 10 suckers, well developed, fresh and

healthy with lush green foliage in 30 cm size of Earthen

pot/Plastic pot & as per direction of the officer-in-charge.

Providing and stacking of plant Canna dwarf of height 25

to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm

Earthen Pot/Plastic Pot and as per direction of the officer-

Providing and displaying of Syngonium golden mounted

on moss stick 90 cm ht., 3 to 4 s placed in each pot at

7 3.91 equal distance, well developed with full of fresh & healthy Each 454.00 193.75 87,962.50

leaves from bottom to top in 25 cm size of Earthen pot/

Plastic pot & as per direction of the officer-in-charge.

Providing and Displaying Verbena in different colour

having 30 to 45 cm ht., well developed with fresh &

healthy foliage in bloom condition in 25 cm Earthen Pot/

Plastic Pot and as per direction of the officer-in-charge.

Providing and stacking of Asparagus marrie, well

developed 15 to 20 leaves, full of branches and foliage in

25 cm size of Earthen Pot/Plastic Pot & as per direction

of the officer-in-charge.

Providing and stacking of Daniella variegated, with 3 to 4

10 6.11 variegated leaves in 20 cm size of Earthen Pot/Plastic Each 1,905.00 30.75 58,578.75

Pot & as per direction of the officer-in-charge.

Providing and stacking of Iresine herbstii, of height 25-30

cm., full of branches well developed in 15 cm size of

Earthen Pot/Plastic Pot & as per direction of the officer-

Providing and stacking of Jacaranda mimosifolia of

12 7.48 height 150-165 cm. in big poly bags of size 25 cm as per Each 2.00 60.00 120.00

direction of the Engineer-in-charge

Providing and stacking of Phoenix sylvestris Roxb. (Wild

13 7.63 date palm/khajur) of height 150-165 cm. in Big HDPE Each 52.00 650.00 33,800.00

Bag as per direction of the Engineer-in-charge

Providing and stacking of Ficus bengalensis (varigated)

14 7.29 of height 75-90 cm., multibranched in earthen pots of Each 4.00 80.00 320.00

size 30 cm as per direction of the Engineer-in-charge

Providing and stacking of Delonix regia (Gulmohar) of

15 7.24 height 150-165 cm. in big poly bags of size 25 cm as per Each 44.00 60.00 2,640.00

direction of the Engineer-in-charge

Name of Work : Carrying out part / part incomplete Civil, PHE, Electrical & Waterbody works of “Development of Bharat Vandana Park, Dwarka, New Delhi”

at the risk and Cost of M/s NKG Infrastructure Ltd

Rate (DSR Non DSR Non DSR

S.No Item No Description Unit Qty DSR Amount

2018) Rate Amount

HEAD: CIVIL WORKS

SUB HEAD: EARTH WORK

Providing and stacking of Plumeria rubra of height

16 7.72 120-150 cm. with 3-4 branches and thick stem in big size Each 16.00 400.00 6,400.00

HDPE bags as per direction of the Engineer-in-charge

MISC. Works As per approved Design & drawing As per

17 NS-49 technical Specification as per direction of the Engineer- job 2.00 5,00,000.00 10,00,000.00

SITC of irrigation work as per Approved design& Drawing

18 NS-50 Technical Specification as per direction of the Engineer- job 2.00 5,00,000.00 10,00,000.00

MISC. Works As per approved Design& drawing As per

19 NS-51 technical Specification (scheme-1 Drg.) as per direction Job 5.00 25,000.00 1,25,000.00

of the Engineer-in-charge

SITC of irrigation work as per Approved design& Drawing

20 NS-52 Technical Specification (scheme-2 Drg.) as per direction Job 5.00 25,000.00 1,25,000.00

of the Engineer-in-charge

Supply and installation of EPDM Membrane over

21 NS-53 compacted base as directed by engineer-in-charge and Sqm 5,000.00 500.00 25,00,000.00

as per technical specifications

Providing and laying 300 GSM geotextile made of 100%

virgin polypropylene non woven and mechanically

strengthened by needle punching process and

thermofusion. The geotextile membrane must be

overlapped for 200mm. The overlapping joint may be

secured by Stitching or Bonding Adhesive or hot air gun

22 NS-54 as convenient to the applicato.The geotextile should Sqm 5,000.00 70.00 3,50,000.00

have puncture resistance 1.96 KN. Tensile Strength 12

KN/m, Elongation 60%, Permeability 56x10-3 m/s. To

temporary anchor geotextile sand bags can be used to

avoid its slippage or to avoid blowing up in case of heavy

wind complete as per specifications and directions of

Engineer-in-Charge

SUB TOTAL - HORTICULTURE & WATERBODY