Construction and Development of REC Township at Sector-57, Gurugram

No. 2018 Market rate

A Detailed Cost Estimate as per revised

requirements of REC

1 Civil Works 6668,22,161.96 408,00,712.24 7076,22,874.20

2 External Development 480,87,902.79 14298201.6 623,86,104.38

3 Sports Arena - 46,34,598.00 46,34,598.00

Services

4 Internal Electrical 306,33,465.00 25127578 557,61,042.57

5 External Electrical 48,42,671.00 63575020 684,17,690.92

6 Plumbing 514,93,007.06 67592359.99 1190,85,367.06

7 Fire Fighting 207,03,766.00 2499571 232,03,337.00

8 HVAC/ Ventilation 15,51,298.99 6489343 80,40,642.11

9 Lifts 312,50,000.00 312,50,000.00

Total 8553,84,272.80 2250,17,383.45 10804,01,656.24

Add GST effect @ 6% on DSR items 513,23,056.37 0.00 513,23,056.37

Total (A) 9067,07,329.16 2250,17,383.45 11317,24,712.61

GAURAV Digitally signed by GAURAV

RAVINDRA GAIKWAD

RAVINDRA Date: 2021.10.08 12:07:47

GAIKWAD IST

Summary of Abstract

Civil Works

Details of Items

DSR Non DSR

CARRIAGE OF MATERIALS 21,46,761.70

EARTH WORK 62,15,349.63

CONCRETE WORK 50,92,238.66

REINFORCEMENT CEMENT

CONCRETE

MASONRY WORK 353,43,304.27

CLADDING WORK 54,41,103.68

WOOD / uPVC WORK 860,52,434.06

STEEL WORK 333,12,350.53

FLOORING 646,66,985.94

ROOFING/ FALSE CEILING 72,42,268.18

FINISHING I/C PAINTING 503,18,795.66

ROAD WORK 18,96,750.70

ALUMINIUM/ GLASS WORK 19,03,951.60

WATER PROOFING 123,57,690.93

Wire Gauge Shutter 9,81,692.46

MIRRORS 30,00,584.70

GLASS PARTITION 2,15,447.05

TOILET CUBICLES 5,86,412.80

PARKING MIRRORS 14,000.00

EXTERNAL PLASTER MESH 18,17,242.13

MODULAR KITCHENS 72,00,000.00

WARDROBE 269,85,333.10

Sub Total 6668,22,161.96 408,00,712.24

Total Amount 7076,22,874.20

Total Amount 7076,22,874.20

HOUSING PROJECT FOR RURAL ELECTRIFICATION CORPORATION AT GURUGRAM

DETAILED CIVIL WORKS ESTIMATE

Description UOM Total Qty Rate Amount

No. Ref.

DSR Items

Sub Head- 1 CARRIAGE OF MATERIALS

1 1.1 Carriage of Materials by Mechanical Transport including

loading, unloading and stacking

1.1.2 Earth - up to 1 km cum 16,366.26 131.17 21,46,761.70

Sub Head- 2 EARTH WORK

2 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(exceeding 1.5 m in width or 10 sqm on plan), including

disposal of excavated earth, lead upto 50m and lift upto 1.5

m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 19,114.26 181.85 34,75,928.85

3 2.25 Filling available excavated earth (excluding rock) in cum 2,748.01 219.65 6,03,600.06

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

exceeding 20 cm in depth consolidating each deposited

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

4 2.26 Extra for every additional lift of 1.5 m or part thereof in

excavation / banking excavated or stacked materials.

2.26.1 All kinds of soil (1.5m - 3m) cum 6,141.80 90.40 5,55,218.49

All kinds of soil (3m - 4.5m) cum 3,975.60 180.80 7,18,788.48

5 2.27 Supplying and filling in plinth with sand under floors cum 312.37 1,953.05 6,10,082.97

including, watering, ramming consolidating and dressing

complete.

Description UOM Total Qty Rate Amount

No. Ref.

6 2.34 Supplying chemical emulsion in sealed containers including

delivery as specified.

Along external wall where the apron is not provided 11.21

Along the external wall below concrete or masonry apron 9.60

Treatment of soil under existing floors 96.53

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 117.34 200.85 23,568.01

7 2.35 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

2.35.1 Along external wall where the apron is not provided using

chemical emulsion @ 7.5 litres / sqm of the vertical surface

of the substructure to a depth of 300mm including

excavation channel along the wall & rodding etc. complete:

2.35.1. With Chlorpyriphos/ Lindane E.C. 20% with 1% metre 498.21 28.25 14,074.43

1 concentration

8 2.35.2 Along the external wall below concrete or masonry apron

using chemical emulsion @ 2.25 litres per linear metre

including drilling and plugging holes etc.:

2.35.2. With Chlorpyriphos/ Lindane E.C. 20% with 1% metre 426.85 39.45 16,839.35

1 concentration

9 2.35.3 Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including

drilling 12 mm diameter holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing

floor :

2.35.3. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 868.75 227.05 1,97,248.98

Description UOM Total Qty Rate Amount

No. Ref.

Sub Head- 4 CONCRETE WORK

10 4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All

work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from cum 86.87 5,789.60 5,02,969.71

natural sources: 8 graded stone aggregate 40 mm nominal

size derived from natural sources)

11 4.17 Making plinth protection 50 mm thick of cement concrete sqm 426.85 614.05 2,62,109.08

1:3:6 (1 cement : 3 coarse sandderived from natural sources

: 6 graded stone aggregate 20 mm nominal size derived

from natural sources) over 75mm bed of dry brick ballast 40

mm nominal size well rammed and consolidated and grouted

with fine sand including finishing the top smooth.

12 4.2 Providing and laying cement concrete in retaining walls, 71.80 8,554.50 6,14,213.10

return walls, walls (any thickness) including attached

pilasters, columns, piers, abutments, pillars, posts, struts,

buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window

sills, fillets, sunken floor etc., up to floor five level, excluding

the cost of centering,

shuttering and finishing:

4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone cum

aggregate 20 mm nominal size)

13 4.3 Centering and shuttering including strutting, propping etc.

and removal

of form work for :

Description UOM Total Qty Rate Amount

No. Ref.

4.3.2 Retaining walls, return walls, walls (any thickness) including sqm 574.40 609.30 3,49,981.92

attached pilasters, buttresses, plinth and string courses

fillets, kerbs and steps etc.

14 4.11 Providing and laying damp-proof course 50mm thick with sqm 570.86 418.90 2,39,133.25

cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) :

4 graded stone aggregate 20mm nominal size).

15 4.13 Providing & applying a coat of residual petroleum bitumen of sqm 570.86 110.00 62,794.60

grade of VG-10 of approved quality using 1.7kg per square

metre on damp proof

course after cleaning the surface with brushes and finally

with a pieceof cloth lightly soaked in kerosene oil.

16 4.20 Providing and laying in position ready mixed plain cement

concrete, with cement content as per approved design mix

and manufactured in fully automatic batching plant and

transported to site of work in transit

mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for plain

cement concrete work,including pumping of R.M.C. from

transit mixer to site of laying and

curing, excluding the cost of centering, shuttering and

finishing,including cost of curing, 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 the

Engineerin-charge.

Note : 1) Excess/less cement used than specified in this item

is payable/recoverable separately.

Description UOM Total Qty Rate Amount

No. Ref.

4.20.1 All works upto plinth level :

4.20.1. M-10 grade plain cement concrete (cement content cum 394.40 7,761.25 30,61,037.00

2 considered @ 220 kg/cum)

Sub Head- 5 REINFORCEMENT CEMENT CONCRETE

17.0 5.3 5.3 Reinforced cement concrete work in beams, suspended cum 49.23 9,763.80 4,80,671.87

floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain

window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of

centering,shuttering, finishing and reinforcement with 1:1.5:3

(1 cement : 1.5 coarse sand(zone-III) : 3 graded stone

aggregate 20 mm nominal size).

18 5.9 Centering and shuttering including, propping etc and

removal of form for :

18.1 5.9.1 Foundations, footings, bases of columns, etc. for mass sqm 3,943.36 284.85 11,23,266.94

concrete

18.2 5.9.2 Walls (any thickness) including attached pilasters, sqm 4,348.27 609.30 26,49,400.67

butteresses, plinth and string courses

18.3 5.9.3 Suspended floors, roofs, landings balconies and access sqm 8,080.42 693.05 56,00,131.65

platform

18.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and sqm 5,578.08 552.05 30,79,377.35

cantilevers

18.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 2,025.54 733.70 14,86,138.17

18.6 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 320.35 622.35 1,99,366.71

5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in sqm 1,900.00 284.85 5,41,215.00

cornices, window sills, string courses, bands, copings, bed

plates, anchor blocks and the like

Description UOM Total Qty Rate Amount

No. Ref.

19 5.11 Extra for additional height in centering, shuttering where ever

required with adequate bracing, propping etc., including cost

of de shuttering and decentering at all levels, over a height

of 3.5 m, for every additional height of 1 metre or part

thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies sqm 5,002.40 287.50 14,38,188.56

(Plan area to be measured)

20 5.22 Reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 7,25,859.12 83.50 606,09,236.25

21 5.22A Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or Kg 15,36,426.58 83.50 1282,91,619.22

22 5.27 Providing and filling in position bitumen mix filler of cum 0.29 21,054.50 6,105.81

proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25

cubic metre of coarse sand for expansion joints.

23 5.30 Add for plaster drip course/ groove in plastered R.C.C. mtr 8,640.00 58.90 5,08,896.00

projections.

Description UOM Total Qty Rate Amount

No. Ref.

24 5.33 Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete for

reinforced cement concrete work, using coarse aggregate as

well as fine aggregate derived from natural sources and

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,

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 @

330kg/cum. Excess/less cement used as per design mix is

payble/recoverable separately).

24.1 5.33.1 All works upto plinth level cum 4,677.45 7,997.30 374,06,994.30

24.2 5.33.2 All works above plinth level upto floor V level cum 10,916.27 9,400.85 1026,22,201.67

25 5.34 Extra for providing richer mixes at all floor levels.

Note:- Excess/less cement over the specified cement

content used is payable /recoverable separately.

5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/ cum 7,928.65 69.75 5,53,023.38

RMC. (Note:- Cement content considered in M-30 is @ 340

kg/ cum)

26 5.35 For M-50 Cement content considered is @ 380 kg/ cum i.e. quintal 3,716.42 673.30 25,02,266.22

50kg/ cum over and above 330kg/ cum considered for M-25

Add for using extra cement in the items of design mix over

and above the specified cement content therein.

27 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for 280.95

each four floors or part thereof.

Description UOM Total Qty Rate Amount

No. Ref.

6th to 9th Floor cum 996.04 280.95 2,79,838.66

10th to13th Floor cum 806.51 561.90 4,53,180.27

14th to 17th Fllor cum 980.56 842.85 8,26,466.00

18th 21th Floor cum 980.56 1,123.80 11,01,954.67

22nd Floor to 25th Floor cum 949.59 1,404.75 13,33,943.42

26th to 29th Floor cum 707.62 1,685.70 11,92,833.00

30th Floor and above cum 182.34 1,966.65 3,58,599.74

Terrace cum 74.22 1,966.65 1,45,970.71

28 5.43 Providing and fixing in position Stainless steel Grade 304

plate-1.0 mm thick as per design for expansion joints.

5.43.1 200 mm wide. metres 58.00 711.90 41,290.20

Sub Head- 6 MASONRY WORK

29 6.34 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive

strength in super structure above plinth level up to floor V

level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 160.02 7,280.70 11,65,082.74

30 6.38 Providing and laying autoclaved aerated cement blocks cum 1,031.53 8,227.35 84,86,777.49

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.

Description UOM Total Qty Rate Amount

No. Ref.

31 6.45 Half brick masonry with non modular fly ash of class

designation 10, conforming to IS : 12894, in super structure

above plinth and upto floor V level.

6.45.2 Cement mortar 1:4 (1 cement: 4 coarse sand) sqm 526.57 917.00 4,82,865.06

32 6.47 Providing and laying autoclaved aerated cement blocks cum 3,516.70 6,636.95 233,40,181.30

masonry with 200 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

Engineerin- Charge.

33 6.5 For Item 6.47 - 200mm thick AAC Blocks cum 236.65

Extra for brick work / AAC block masonry / Tile brick

masonry in superstructure above floor V level, for each four

floors or part thereof by mechanical means.

6th Floor to 9th Floor cum 376.44 236.65 89,084.98

10th Floor to 13th Floor cum 330.67 473.30 1,56,505.19

14th Floor to 17th Floor cum 391.65 709.95 2,78,049.54

18th Floor to 21nd Floor cum 391.65 946.60 3,70,732.72

22nd floor to 25th Floor cum 422.06 1,183.25 4,99,397.94

Terrace cum 47.68 1,419.90 67,699.40

For Item 6.38 - 100mm thick AAC Blocks

Extra for brick work / AAC block masonry / Tile brick

masonry in superstructure above floor V level, for each four

floors or part thereof by mechanical means.

6th Floor to 9th Floor cum 97.00 473.30 45,910.22

10th Floor to 13th Floor cum 73.27 709.95 52,018.65

14th Floor to 17th Floor cum 98.70 946.60 93,426.98

18th Floor to 21nd Floor cum 98.70 946.60 93,426.98

22nd floor to 25th Floor cum 102.09 1,183.25 1,20,800.09

Terrace cum 0.95 1,419.90 1,345.00

Description UOM Total Qty Rate Amount

No. Ref.

Sub Head- 8 CLADDING WORK

34 8.2 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, 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

8.2.2.2 Area of slab over 0.50 sqm sqm 456.56 4,007.65 18,29,748.71

35 8.3 Providing edge moulding 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.

8.3.2 Granite work metre 819.38 376.25 3,08,291.73

36 8.4 Extra for fixing marble /granite stone, over and above metre 819.38 434.25 3,55,815.77

corresponding basic item, in facia and drops of width upto

150 mm with epoxy resin based adhesive, including cleaning

etc. complete.

37 8.5 Extra for providing opening of required size & shape for Each 95.00 734.55 69,782.25

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 etc. complete.

Description UOM Total Qty Rate Amount

No. Ref.

38 8.8 Providing and fixing expansion hold fasteners on C.C.

/R.C.C./Brick masonry surface backing including drilling

necessary holes and the cost of bolt etc complete.

8.8.1 Wedge expansion type

8.8.1.3 Fastener with threaded dia 12 mm each 1,368.00 33.35 45,622.80

39 8.9 Stone tile (polished) work for wall lining over 12 mm thick

bed of cement mortar 1:3 (1 cement : 3 coarse sand) and

cement slurry @ 3.3 kg/sqm including pointing in white

cement complete.

8.9.1 8mm thick

8.9.1.2 Granite of any colour and shade sqm 967.54 2,926.85 28,31,842.43

Sub Head- 9 WOOD WORK

40 9.1 Providing wood work in frames of doors, windows, clerestory

windowsand other frames, wrought framed and fixed in

position with hold fast lugs or with dash fasteners of required

dia & length (hold fast lugs or dash fastener shall be paid for

separately).

9.1.1 Second class teak wood cum 54.94 1,30,183.05 71,52,668.47

41 9.2 Providing and fixing ISI marked flush door shutters

conforming to IS : 2202 (Part 1 ) decorative type, core of

block board construction with frame of 1st class hard wood

and well matched commercial 3 ply veneering with vertical

grains or cross bands and face veneers on both faces of

shutters.

Description UOM Total Qty Rate Amount

No. Ref.

9.20.1 35 mm thick including ISI marked stainless steel butt hinges sqm 2,849.98 3,023.95 86,18,207.60

with necessary screws.

42 9.23 Extra for providing lipping with 2nd class teak wood battens sqm 2,849.98 401.40 11,43,983.38

25 mm minimum depth on all edges of shutters (over all area

of door shutters to be measured)

43 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including each 8,478.00 179.20 15,19,257.60

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 nominal size).

44 9.74 Providing and fixing bright finished brass tower bolts (barrel

type) with necessary screws etc. complete :

9.74.2 200x10 mm Each 2,567.00 299.85 7,69,714.95

45 9.75 Providing and fixing bright finished brass door latch with

necessary screws etc. complete :

9.75.1 300x16x5 mm Each 228.00 272.40 62,107.20

46 9.81 Providing and fixing bright finished brass handles with

screws etc. complete:

9.81.1 125 mm Each 456.00 204.65 93,320.40

Description UOM Total Qty Rate Amount

No. Ref.

47 9.103 Providing and fixing bright finished brass 100 mm mortice Each 1,326.00 748.65 9,92,709.90

latch and lock ISI marked with six levers and a pair of

anodised (anodic coating not less than grade AC 10 as per

IS: 1868) aluminium lever handles of approved quality with

necessary screws etc. complete

uPVC Sliding Door System

48 9.147F 9.147F Providing and fixing factory made uPVC white colour

sliding glazed door comprising of uPVC multi-chambered

frame with in-built roller track and sash extruded profiles duly

reinforced with 1.60 ± 0.2 mm thick galvanized mild steel

section made from roll forming process of required length

(shape & size according to uPVC profile), appropriate

dimension uPVC extruded glazing beads, uPVC extruded

interlock and uPVC extruded Inline sash adaptor (if

required), EPDM gasket, wool pile, zinc alloy (white powder

coated) handle with key on one side of extreme panels along

with zinc plated mild steel multi point locking having

transmission gear with keeps, zinc alloy (white powder

coated) cresent lock (if required), stainless steel (SS 304

grade) body with adjustable double nylon rollers (weight

bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm

size for fixing frame to finished wall and necessary stainless

steel screws etc. Profile of frame & sash shall be mitred cut

and fusion welded at all corners, including drilling of holes

for fixing hardware's and drainage of water etc.

Description UOM Total Qty Rate Amount

No. Ref.

After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealent

over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes, wire mesh and silicon

sealent shall be paid separately).

Note: For uPVC frame and sash extruded profiles minus 5%

tolerance in dimension i.e. in depth & width of profile shall be

acceptable. Variation in profile dimension in higher side shall

be accepted but no extra payment on this account shall be

9.147F. Three track three panels sliding door with fly proof S.S wire sqm 2,172.81 7,774.55 168,92,654.97

4 mesh (Two nos. glazed & one no. wire mesh panels) made

of (big series) frame 116 x 45 mm & sash 46 x 82 mm both

having wall thickness of 2.3 ± 0.2 mm and single glazing

bead / double glazing bead of appropriate dimension. (Area

of door above 2.00 sqm upto 5.00 sqm)

uPVC Sliding Window System

Description UOM Total Qty Rate Amount

No. Ref.

49 9.147D Providing and fixing factory made uPVC white colour sliding

glazed window upto 1.50 m in height dimension comprising

of uPVC multi-chambered frame with in-built roller track and

sash extruded profiles duly reinforced with 1.60 ± 0.2 mm

thick galvanized mild steel section made from roll forming

process of required length (shape & size according to uPVC

profile), appropriate dimension of uPVC extruded glazing

beads and uPVC extruded interlocks, EPDM gasket, wool

pile, zinc alloy (white powder coated) touch locks with hook,

zinc alloy body with single nylon rollers (weight bearing

capacity to be 40 kg), G.I fasteners 100 x 8 mm size for

fixing frame to finished wall and necessary stainless steel

screws etc. Profile of frame & sash shall be mitred cut and

fusion welded at all corners, including drilling of holes for

fixing hardware's and drainage of water etc.

After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealent

over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes, wire mesh and silicon

sealent shall be paid separately) Note: For uPVC frame and

sash extruded profiles minus 5% tolerance in dimension i.e.

in depth & width of profile shall be acceptable. Variation in

profile dimension in higher side shall be accepted but no

extra payment on this account shall be made.

9.147D. Three track three panels sliding window made of (big series) sqm 2,438.65 8,177.05 199,40,978.03

5 frame 116 x 45 mm & sash 46 x 62 mm both having wall

thickness of 2.3 ± 0.2 mm and single glazing bead / double

glazing bead of appropriate dimension. (Area of window

above 1.75 sqm)

Description UOM Total Qty Rate Amount

No. Ref.

uPVC Fixed Window System

50 9.147B Providing and fixing factory made uPVC white colour fixed

glazed windows/ventilators comprising of uPVC multi-

chambered frame and mullion (where ever required)

extruded profiles duly reinforced with 1.60 ± 0.2 mm thick

galvanized mild steel section made from roll forming process

of required length (shape & size according to uPVC profile),

uPVC extruded glazing beads of appropriate dimension,

EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame

to finished wall, plastic packers, plastic caps and necessary

stainless steel screws etc. Profile of frame shall be mitred

cut and fusion welded at all corners, mullion (if required)

shall be also fusion welded including drilling of holes for

fixing hardware's and drainage of water etc.

After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealant

over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes and silicon sealant

shall be paid separately). Note: For uPVC frame, sash and

mullion extruded profiles minus 5% tolerance in dimension

i.e. in depth & width of profile shall be acceptable. Variation

in profile dimension in higher side shall be accepted but no

extra payment on this account shall be made.

9.147B. Fixed window / ventilator made of (small series) frame 47 x sqm 457.25 6,478.75 29,62,390.43

1 50 mm & mullion 47 x 68 mm both having wall thickness of

1.9 ± 0.2 mm and single glazing bead of appropriate

dimension. (Area upto 0.75 sqm.)

Description UOM Total Qty Rate Amount

No. Ref.

uPVC Casement Windows

51 9.147A Providing and fixing factory made uPVC white colour

casement/casement cum fixed glazed windows comprising

of uPVC multi-chambered frame, sash and mullion (where

ever required) extruded profiles duly reinforced with 1.60 ±

0.2 mm thick galvanized mild steel section made from roll

forming process of required length (shape & size according

to uPVC profile), uPVC extruded glazing beads of

appropriate dimension, EPDM gasket, stainless steel (SS

304 grade) friction hinges, zinc alloy (white powder coated)

casement handles, G.I fasteners 100 x 8 mm size for fixing

frame to finished wall, plastic packers, plastic caps and

necessary stainless steel screws etc. Profile of frame & sash

shall be mitred cut and fusion welded at all corners, mullion

(if required) shall be also fusion welded including drilling of

holes for fixing hardware's and drainage of water etc.

After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon sealant

over backer rod of required size and of approved quality, all

complete as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes and silicon sealant

shall be paid separately) Note: For uPVC frame, sash and

mullion extruded profiles minus 5% tolerancein dimension

i.e. in depth & width of profile shall be acceptable. Variation

in profile dimension in higher side shall be accepted but no

extra payment on this account shall be made.

Description UOM Total Qty Rate Amount

No. Ref.

9.147A. Casement window double panels with S.S. friction hinges sqm 152.42 8,717.70 13,28,714.70

2 (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50

mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall

thickness of 1.9 ± 0.2 mm and single glazing bead of

appropriate dimension. (Area of window above 0.75 sqm

upto 1.50 sqm).

DGU Glazing

52 21.10 Providing and fixing double glazed hermetically sealed sqm 5,221.13 3,905.35 203,90,337.31

glazing in aluminium windows, ventilators and partition etc.

with 6 mm thick clear float glass both side, having 12 mm air

gap, including providing EPDM gasket, perforated aluminium

spacers, desiccants, sealant (Both primary and secondary

sealant) etc. as per specifications, drawings and direction of

Engineer-in-charge complete.

Fire Doors

53 9.139 Providing and fixing panic bar / latch (Double point) fitted Each 108.00 7,134.85 7,70,563.80

with a single body, Trim Latch & Lock on back side of the

Panic Latch of reputed brand and manufacture to be

approved by the Engineer- in- charge, all complete.

Description UOM Total Qty Rate Amount

No. Ref.

54 9.161 Providing and fixing fire resistant door frame of section 50 x metre 410.40 1,512.95 6,20,914.68

60 mm on horizontal side & 35 x 60 mm on vertical sides

having built in rebate made out of 1.6 mm thick GI sheet

(Zinc coating not less than 120gm/m²) suitable for mounting

120 min Fire Rated Glazed Door Shutters. The frame shall

be filled with Mineral wool Insulation having density min

96Kg/m³ . The frame will have a provision of G.I. Anchor

fastners 14 nos ( 5 each on vertical style & 4 on horizontal

style of size M10 x 80 ) suitable for fixing in the opening

along with Factory made Template for SS Ball Bearing

Hinges of Size 100x89x3mm for fixing of fire rated glazed

shutter. The frame shall be finished with a approved fire

resistant primer or Powder coating of not less than 30 micron

in desired shade as per the directions of Engineer - in-

charge . (Cost of SS ball bearing hinges is excluded).

55 9.162 Providing and fixing 60 mm thick glazed fire resistant door sqm 226.80 8,379.30 19,00,425.24

shutters of 120 min Fire Rating confirming to IS:3614 (Part

II) or EN1634- 1:1999, tested and certified as per laboratory

approved by Engineer-in-charge, with suitable mounting on

door frame, consisting of vertical styles, top rail & side rail 60

mm x 60 mm wide and bottom rail of 110 mm x 60 mm

made out of 1.6mm thick G.I. sheet (zinc coating not less

than 120gm/m²) duly filled mineral wool insulation having

density min 96 kg/m³ and fixing with necessary stainless

steel ball bearing hinges of size 100x89x3mm of approved

make, including applying a coat of approved fire resistant

primer or powder coating not less than 30 micron etc all

complete as per direction of Engineer-in-charge (panelling to

be paid for seperately).

Description UOM Total Qty Rate Amount

No. Ref.

56 9.164 Providing and fixing glazing in fire resistant door shutters, sqm 22.68 39,395.30 8,93,485.40

fixed panels & partitions etc., with G.I. beading made out of

1.6 mm thick G.I. sheet (zinc coating not less than 120

gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS

screws at distance 75 mm from the edges and 150 mm c/c ,

including applying a coat of approved fire resistant primer/

powder coating of not less than 30 micron on G.I. beading, &

special ceramic tape of 5 x 20 mm size etc complete in all

respect as per NBC 2016, IS 16231 (Part 3):2016 and as per

direction of Engineer-incharge with glass of required

thickness having 120 minutes of fire resistance both integrity

& radiation control (EW120) and minimum 20 minutes of

insulation (EI20). The manufacturer have to give test

report/certification of fire glass and the glass should have the

stamp showing the value of E, EW & EI. The glass shall be

tested in approved NABL accredited lab or by any other

accreditation body which operates in accordance with

ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for

testing and calibration scopes shall be eligible. The

maximum glazing size shall not be more than 1100x2200

mm (w x h) or 2.42 sqm.

Sub Head- 10 STEEL WORK

57 10.2 CANOPY/ SKY GARDEN kg 0.00 101.75 0.00

Structural steel work riveted, bolted or welded in built up

sections, trusses and framed work, including cutting,

hoisting, fixing in position and applying a priming coat of

approved steel primer all complete.

Description UOM Total Qty Rate Amount

No. Ref.

58 10.6 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 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.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 43.20 2,944.15 1,27,187.28

60 10.25 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel

etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including kg 0.00 93.65 0.00

use of chequered plate wherever required, all complete

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, kg 137.70 131.00 18,038.70

gates and similar works

61 10.27 Providing and fixing carbon steel galvanised ( minimum

coating 5 micron) dash fastener of 10 mm dia double

threaded 6.8 grade (yield strength 480 N/mm2), counter

sunk head, comprising of 10 mm dia polyamide

PA 6 grade sleeve, including drilling of hole in frame ,

concrete/ masonry,etc. as per direction of Engineer-in-

charge.

10.27.2 10 x 80 mm each 11,688.00 109.00 12,73,992.00

Description UOM Total Qty Rate Amount

No. Ref.

62 10.28 Providing and fixing stainless steel ( Grade 304) railing made kg 19,261.60 575.45 110,84,087.72

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.).

For balconies Kg 36,161.34 575.45 208,09,044.83

Sub Head- 11 FLOORING

63 11.5 62 mm thick cement concrete flooring with concrete sqm 3,604.73 854.30 30,79,518.28

hardener topping, under layer 50 mm thick cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) and top layer 12mm thick cement

hardener consisting of mix 1:2 (1 cement hardener mix : 2

graded stone aggregate, 6mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50 kg of cement or

as per manufacture’s specifications. This includes cost of

cement slurry, but excluding the cost of nosing of steps etc.

complete.

Description UOM Total Qty Rate Amount

No. Ref.

64 11.20 Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed

with pigment to match the shade of tiles, including rubbing

and cleaning etc. complete, on 20mm thick bed of cement

mortar 1:4 (1 cement : 4 coarse sand).

11.20.2 Medium shade pigment using 50% white cement 50% Grey sqm 7.50 1,104.25 8,281.88

cement

65 11.38 Providing and laying Ceramic glazed floor tiles of size sqm 324.69 996.70 3,23,614.34

300x300 mm (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of

approved make, in all colours, shades, except White, Ivory,

Grey, Fume Red Brown, laid on 20 mm thick bed of cement

mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sq.m including pointing the joints

with white cement and matching pigments etc., complete.

66 11.41 Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS : 15622, of

approved make, in all colours and shades, laid on 20mm

thick cement mortar 1:4 (1 cement : 4 coarse sand),

including grouting the joints with white cement and matching

pigments etc., complete

66.1 11.41.2 Size of Tile 600x600 mm sqm 13,366.89 1,500.55 200,57,682.21

66.2 11.41.4 Size of Tile 1000x1000 mm sqm 1,137.23 2,499.25 28,42,222.08

Description UOM Total Qty Rate Amount

No. Ref.

67 11.47 Providing and laying Vitrified tiles in different sizes (thickness

to be specified by the manufacturer), with water absorption

less than 0.08% and conforming to IS: 15622, of approved

brand & manufacturer, in all colours and shade, in skirting,

riser of steps, laid with cement based high polymer modified

quick set tile adhesive (water based) conforming to IS:

15477, in average 6 mm thickness, including grouting of

joints (Payment for grouting of joints to be made separately).

67.1 11.47.2 Size of Tile 600x600 mm sqm 7,303.39 1,734.00 126,64,078.77

67.2 11.47.4 Size of Tile 1000x1000 mm sqm 113.72 2,735.50 3,11,089.27

68 11.55 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 :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite sqm 836.22 2,476.45 20,70,854.83

Brown, Cat Eye or equivalent.

Description UOM Total Qty Rate Amount

No. Ref.

69 11.56 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 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

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite sqm 6,609.66 3,526.60 233,09,644.29

Brown, Cat Eye or vequivalent

Sub Head- 12 ROOFING/ FALSE CEILING

70 12.20 Providing and laying pressed clay tiles (as per approved sqm 383.93 584.55 2,24,424.87

pattern 20 mm nominal thickness of approved size) on roofs

jointed with cement mortar 1:4 (1 cement : 4 coarse sand)

mixed with 2% integral water proofing compound, laid over a

bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse

sand) and finished neat complete.

Description UOM Total Qty Rate Amount

No. Ref.

71 12.54 Providing and fixing Gl Clip in Metal Ceiling System of

600x600 mm module which includes providing and fixing 'C'

wall angle of size 20x30x20 mm made of 0.5 mm thick pre

painted steel along the perimeter of the room with help of

nylon sleeves and wooden screws at 300 mm center to

centre, suspending the main C carrier of size 10x38x10 mm

made of G.I steel 0.7 mm thick from the soffit with help of

soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm

and C carrier suspension clip and main carrier bracket at

1000 mm c/c. Inverted triangle shaped Spring Tee having

height of 24 mm and width of 34 mm made of Gl steel 0.45

mm thick is then fixed to the main C carrier and in direction

perpendicular to it at 600 mm centers with help of

suspension brackets. Wherever the main C carrier and

spring T have to join, C carrier and spring T connectors have

to be used. All sections to be galvanized @ 120 gms/sqm

(both side inclusive), fixing with clip in tiles into spring T with

12.54.1 GI Metal Ceiling Clip in plain Beveled edge global white color sqm 2,507.22 1,734.10 43,47,774.18

tiles of size 600x600 and 0.5 mm thick with 25 mm height,

made of G I sheet having galvanizing of 100 gms/ sqm (both

sides inclusive) and electrostatically polyester powder

coated of thickness 60 microns(minimum), including factory

painted after bending.

Description UOM Total Qty Rate Amount

No. Ref.

72 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x sqm 1,943.14 1,374.10 26,70,069.14

300mm x 20 mm) with SRI (solar refractive index) > 78, solar

reflection> 0.70 and initial emittance > 0.75 on waterproof

and sloped surface of terrace, laid on 20 mm thick cement

sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand)

and grouting the joints with mix of white cement & marble

powder in ratio of 1:1, including rubbing and polishing of the

surface upto 3 cuts complete, including providing skirting

upto 150 mm height along the parapet walls in the same

manner.

Sub Head- 13 FINISHING

73 13.1 12 mm cement plaster of mix :

13.1.1 1:4 (1 cement: 4 fine sand) sqm 38,699.96 266.85 103,27,084.22

74 13.11 18 mm cement plaster in two coats under layer 12 mm thick sqm 25,594.96 399.30 102,20,067.36

cement plaster 1:5 (1 cement : 5 coarse sand) finished with

a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine

75 13.16. 6 mm cement plaster of mix :

13.16.1 1:3 (1 cement : 3 fine sand) sqm 15,559.00 227.35 35,37,338.65

76 13.21 Extra for providing and mixing water proofing material in 50kg 3,204.49 59.75 1,91,468.21

cement per bag of plaster work in proportion recommended cement

by the manufacturers. used in

Description UOM Total Qty Rate Amount

No. Ref.

77 4.18 Extra for addition of synthetic Polyester triangular fibre of per 3,204.49 61.05 1,95,634.05

length 12mm,effective diameter 10-40 microns and specific bag of

gravity of 1.34 to 1.40 in cement 50 Kg

concrete/RCC/Flooring/water retaining structures by using cement

per bag 125gms of synthetic Polyester triangular fibre for 50

Kg cement used of 50kg of as per directions of Engineer-in-

Charge.

78 13.22 Extra for plastering exterior walls of height more than 10 m sqm 399.30

from ground level for every additional height of 3 m or part

thereof.

3rd Floor 445.74 19.97 8,899.26

4th Floor 455.81 20.96 9,555.28

5th Floor 483.63 22.01 10,645.38

6th Floor 483.63 23.11 11,177.65

7th Floor 455.81 24.27 11,061.43

8th Floor 445.74 25.48 11,357.96

9th Floor 483.63 26.76 12,939.53

10th Floor 493.70 28.09 13,869.34

11th Floor 445.74 29.50 13,148.26

12th Floor 445.74 30.97 13,805.67

13th Floor 38.69 32.52 1,258.07

14th Floor 493.70 34.15 16,858.27

15th Floor 483.63 35.85 17,340.20

16th Floor 445.74 37.65 16,780.88

17th Floor 455.81 39.53 18,017.91

18th Floor 483.63 41.51 20,073.45

19th Floor 483.63 43.58 21,077.12

20th Floor 455.81 45.76 20,857.98

21st Floor 455.81 48.05 21,900.88

22nd Floor 493.70 50.45 24,907.34

23rd Floor 493.70 52.97 26,152.71

Terrace 38.69 52.97 2,049.26

Description UOM Total Qty Rate Amount

No. Ref.

PAINTING

Interior

79 13.26 Providing and applying plaster of paris putty of 2 mm sqm 38,521.94 196.70 75,77,266.50

thickness over plastered surface to prepare the surface even

and smooth complete.

Ceiling Sqm 15,559.00 196.70 30,60,455.30

80 13.80 Providing and applying white cement based putty of average sqm 25,594.96 115.15 29,47,259.59

thickness 1 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and

smooth complete. (for EXTERIOR)

81 13.41 Distempering with oil bound washable distemper of

approved brand and manufacture to give an even shade :

13.41.1 New work (two or more coats) over and including water sqm 2,461.79 153.45 3,77,760.91

thinnable priming coat with cement primer.

82 13.48 Finishing with Deluxe Multi surface paint system for interiors

and exteriors using Primer as per manufacturers

specifications :

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give sqm 4,880.71 125.80 6,13,993.07

an even shade. Two or more coat applied @ 0.90 ltr/10 sqm

over an under coat of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

83 13.60 Wall painting with acrylic emulsion paint of approved brand

and manufacture to give an even shade :

13.60.1 Two or more coats on new work sqm 38,009.66 128.65 48,89,942.31

Description UOM Total Qty Rate Amount

No. Ref.

Ceiling sqm 15,559.00 128.65 20,01,665.35

Water Proofing Exterior Paint

84 13.45 Finishing walls with textured exterior paint of required shade

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) sqm 25,594.96 150.65 38,55,880.66

over and including priming coat of exterior primer applied @

2.20kg/10 sqm

85 13.73 Forming groove of uniform size in the top layer of external

plaster (taken separately) as per approved pattern using

wooden battens, nailed to the under layer, including removal

of wooden battens, repair to the edges of panels and

finishing the groove complete as per specifications and

direction of the Engineer-in-charge :

13.73.1 10 mm wide and 10 mm deep groove mtr 3,486.36 57.15 1,99,245.66

Sub ROAD WORK (AROUND BUILDING)

86 16.47 Painting runway/taxi track/apron marking with adequate nos

of coats to give uniform finish with road marking paint of

superior make as approved by the Engineer-in-charge, i/c

cleaning the surface of ail dirt, scales, oil, grease and other

foreign material etc. and lining out complete.

16.47.1 New work (Two or more coats) sqm 250.00 150.85 37,712.50

Description UOM Total Qty Rate Amount

No. Ref.

87 16.75 Providing and laying C.C. pavement of mix M-25 with ready cum 172.95 8,663.05 14,98,273.20

mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator

, vacuum dewatering process and finally finished by floating,

brooming with wire brush etc. complete as per specifications

and directions of Engineer- incharge. (The panel shuttering

work shall be paid for separately).

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

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

payable/ recoverable separately).

88 16.91 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 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 approved color design and pattern.

16.91.2 80 mm thick C.C. paver block of M-30 grade with approved sqm 325.00 953.00 3,09,725.00

color design and pattern.

Description UOM Total Qty Rate Amount

No. Ref.

89 18.48A Providing and fixing rectangular high density polyethylene litre 5,800.00 8.80 51,040.00

water storage loft tank with cover, conforming to ISI : 12701,

colour of opaque white or as approved by Engineer-in-

charge. The rate includes making necessary holes for inlet,

outlet & over flow pipes. The base support i/c fittings &

fixtures for tank shall be paid separately.

Sub Head- 21 ALUMINIUM/ GLASS WORK

90 21.17 Providing and fixing anodised aluminium grill (anodised kg 3,048.31 519.85 15,84,666.45

transparent or dyed to required shade according to IS: 1868

with minimum anodic coating of grade AC 15) of approved

design/ pattern, with approved standard section and fixed to

the existing window frame with C.P. brass/ stainless steel

screws @ 200 mm centre to centre, including cutting the grill

to proper opening size for fixing and operation of handles

and fixing approved anodised aluminium standard section

around the opening, all complete as per requirement and

direction of Engineer- in- charge. (Only weight of grill to be

measured for payment).

Description UOM Total Qty Rate Amount

No. Ref.

91 21.1 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/ 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

21.1.1. Polyester powder coated aluminium (minimum thickness of kg 687.08 464.70 3,19,285.15

3 polyester powder coating 50 micron)

Sub Head- 22 WATER PROOFING

RAFT WATERPROOFING

Description UOM Total Qty Rate Amount

No. Ref.

92 22.1 Providing and laying integral cement based treatment for

water proofing on horizontal surface at all depth below

ground level for under ground structures as directed by

Engineer-in-Charge and consisting of :

(i) Ist layer of 22 mm to 25 mm thick approved and specified

rough stone slab over a 25 mm thick base of cement mortar

1:3 (1 cement : 3 coarse sand) mixed with water proofing

compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be

paid separately). Joints sealed and grouted with cement

slurry mixed with water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3

coarse sand) mixed with water proofing compound in

recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm

nominal size spreading @ 8 cudm/sqm thoroughly

embedded in the 2nd layer.

22.1.1 Using rough kota stone. sqm 3,944.00 1,353.70 53,38,992.80

Description UOM Total Qty Rate Amount

No. Ref.

22.2 Providing and laying integral cement based treatment for

water proofing on the vertical surface by fixing specified

stone slab 22 mm to 25 mm thick with cement slurry mixed

with water proofing compound conforming to IS:2645 in

recommended proportions with

a gap of 20 mm (minimum) between stone slabs and the

receiving surfaces and filling the gaps with neat cement

slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3

coarse sand) 20 mm thick with

neat cement punning mixed with water proofing compound

in recommended proportion complete at all levels and as

directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 1,461.60 1,738.00 25,40,260.80

TOILET WATERPROOFING

93 22.5 Providing and laying water proofing treatment in sunken sqm 112.07 613.60 68,763.23

portion of WCs, bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting of

applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with

water proofing cement compound @ 0.253 kg/ sqm. This

layer will be allowed to air cure for 4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed

with water proofing cement compound @ 0.126 kg/sqm. This

layer will be allowed to air cure for 4 hours followed with

water curing for 48 hours.

(The rate includes preparation of surface, treatment and

sealing of all joints, corners, junctions of pipes and masonry

with polymer mixed slurry.)

Description UOM Total Qty Rate Amount

No. Ref.

TERRACE WATERPROOFING

94 22.7 Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc consisting of

following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm

of cement admixed with water proofing compound

conforming to IS. 2645 and approved by Engineer-in-charge

over the RCC slab including adjoining walls upto 300 mm

height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick

bats 25 mm to 115 mm size with 50% of cement mortar 1:5

(1 cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by

Engineer-in-charge over 20 mm thick layer of cement mortar

of mix 1:5 (1 cement :5 coarse sand ) admixed with water

proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating similarly

the adjoining walls upto 300 mm height including rounding of

junctions of walls and slabs.

Description UOM Total Qty Rate Amount

No. Ref.

(c) After two days of proper curing applying a second coat of

cement slurry using 2.75 kg/ sqm of cement admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement

mortar of mix 1:4 (1 cement :4 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge including laying glass fibre

cloth of approved quality in top layer of plaster and finally

finishing the surface with trowel with neat cement slurry and

making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water

for a minimum period of two weeks for curing and for final

test.“All above operations to be done in order and as

directed and specified by the Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness sqm 1,943.14 1,398.50 27,17,481.76

at khurra as 65 mm.

WATERPROOFING OF WATER TANKS & STP

95 2.11 Providing and laying six courses water proofing treatment Sqm 1,455.90 1,162.30 16,92,192.34

with bitumen felt over roofs consisting of first, third and fifth

courses of blown or / and residual bitumen applied hot at

1.45, 1.20 and 1.70 kg per square metre of area

respectively, second and fourth courses of roofing felt type 2

grade II (glass fibre base self finished bitumen felt) and sixth

and final course of stone grit 6 mm and down size or pea

sized gravel spread at 6 cubic decimeter per sqm including

preparation of surface but excluding grading, complete.

Description UOM Total Qty Rate Amount

No. Ref.

TOTAL - DSR/ SCHEDULE ITEMS 6668,22,161.96

96 Analys Providing and fixing wire gauge shutters using SS-304 wire

ed gauge of average width of aperture 1.4 mm in both

9.27 directions with wire of dia 0.63 mm, for doors, windows and

clerestory windows with hinges and necessary screws :

Analys 35 mm thick shutters

Analys With ISI marked stainless steel butt hinges of required size sqm 226.80 4,328.45 9,81,692.46

Mirrors

97 Analys Providing and fixing 1sqm beveled edge mirror of superior sqm 657.00 4,567.10 30,00,584.70

ed glass (of approved quality) complete with 6 mm thick hard

17.31 board ground fixed to wooden cleats with C.P. brass screws

and washers complete.

Glass Partition

98 Analys Providing and fixing glazing in aluminium door, window,

ed 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):

Analys With Toughened glass 12 mm thickness sqm 68.71 3,135.70 2,15,447.05

Toilet Cubicles

Description UOM Total Qty Rate Amount

No. Ref.

99 MR Supply and Installation of Modular Toilet cubicles as per each 16.00 36,650.80 5,86,412.80

description

Athena Lite Series (SS + Aluminium ) Shade-

Thickness of compact laminate board = 12mm

Overall Height of cubicles = 2105 mm (including a gap of

150 mm from the ground)

Accessories

1. Alluminium Wall bracket for H-top rail

2. Aluminium U-channel

3. SS Door Knob

4. SS Privacy thumb turn with occupancy indicator.

5. SS Hinges with cover 6. SS Coat Hook

7. Alluminium Door Stopper channel

8. Rubber door stoper lining

9. U Channel -SS

Parking Mirrors

100 MR Supply and Installation of Parking safety Concave Mirror at nos 4.00 3,500.00 14,000.00

turning junctions as per instructions of EIC, complete.

External Plaster Mesh

Description UOM Total Qty Rate Amount

No. Ref.

101 MR Supply and Installation of external finishing, internal wall and sqm 25,594.96 71.00 18,17,242.13

ceiling surfaces fiberglass plaster mesh resistant to burning

and characterized by both low weight and high strength.

Standard fiberglass mesh with density of 145g/m2 and

165g/m2 for exterior cladding and facade work. Resistant to

alkalis, does not decompose and will not rust over time, it

does not emit toxic and harmful substances, has a high

resistance to tearing and stretching, protects the surface

from cracking and improves its mechanical strength.

Mesh shape: square.

Mesh size 5 × 5mm, 4 × 4mm, 2 × 2mm.

Color: White, yellow, blue, green, red, orange.

Roll size: 1 × 50m.

MODULAR KITCHENS

102 MR Supply & Fixing of Modular Kitchen With Appliances 72,00,000.00

complete in all respect including supply of all materials,

labour, T&P etc. required for proper completion of job as per

the technicl specifications and to the satisfacation of Project

Incharge.

103 MR Providing and fixing 2400mm high Wardrobe (depth 600mm) 269,85,333.10

of length as per design with carcass of approved make and

HDHMR Shutter of approved make with Laminate finish

Soft Close Hinges of approved make with two drawers.

Total 408,00,712.24

TOTAL - DSR/ NON-SCHEDULE ITEMS 7076,22,874.20

Description UOM Total Qty Rate Amount

No. Ref.

TOTAL FOR CIVIL ITEMS

TOTAL - DSR/ SCHEDULE ITEMS 6668,22,161.96

TOTAL - NDSR/ NON-SCHEDULE ITEMS 408,00,712.24

SCHEDULE OF QUANTITIES FOR LIFTS

S. Description Unit QTY Rate Amount

1 Supply, installation, testing and commissioning of the

following elevators as per specifications.

PAR 16 Passenger Lifts – Tower A , MRL Type consisting No. 3 83,20,000.00 249,60,000.00

3.1.7 of ACVVVF Panel including, 2.5 MPS speed , 24 No.

Stops,etc all respect as per specification & site

requirement.

PAR 16 Passenger Service Lifts – Tower A, MRL Type No. 1 46,90,000.00 46,90,000.00

3.1.6 consisting of ACVVVF Panel including, 1.50 MPS

speed , 24 No. Stops, etc complete all respect as per

specification & site requirement.

PAR Multi Purpose Hall Lift 8 Passenger (544 Kg) MRL No. 1 16,00,000.00 16,00,000.00

3.1.1 Type consisting of ACVVVF Panel including , 1.0 MPS

speed , 3 No. Stops, etc complete in all respect as per

specification & site requirement.

TOTAL 312,50,000.00

“Construction and Development of REC Township at Sector-57, Gurugram.”

Summary of external Development works

S.N Particulars DSR NDSR Total Amount

S.N Particulars DSR NDSR Total Amount

1 Road work 380,67,352.53 0 38067352.53

2 Planter 818766.54 0 818766.54

3 Landscape 8662642.23 0 8662642.23

4 Miscellaneous work 539141.49 11353581.60 11892723.09

5 Fountain (Non-DSR) 0 2944620.00 2944620.00

Grand Total 480,87,902.79 14298201.6 62386104.38

Grand Total 480,87,902.79 14298201.6 62386104.38

Project :-REC ,Gurugram

BOQ -ROAD WORK

S.No. DSR Description Unit Qty. Rate amount

1 2.25(a) Excavating, supplying and filling of local earth cum 42696.24 323.9 13829312.14

(including royalty) by mechanical transport upto a

lead of 5km also including ramming and watering of

the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

2 2.31 Clearing jungle including uprooting of rank sqm 39375.00 12.55 494156.25

vegetation, grass, brush wood, trees and saplings of

girth up to 30 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.

3 2.36 Extra for levelling & neatly dressing of disposed soil cum 16366.26 65.35 1069535.09

completely as directed by Engineer-in-charge.

4 4.4 Providing and laying cement concrete in kerbs, steps

and the like at or near ground level excluding the

cost of centering, shuttering and finishing.

4.4.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 cum 11.05 7210.55 79682.62

graded stone aggregate 20 mm nominal size)

6 4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded cum 899.38 5789.6 52,07,027.29

stone aggregate 40 mm nominal size)

7 16.75 Providing and laying C.C. pavement of mix M-25 with cum 899.38 8663.05 77,91,339.26

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed

board vibrator , vacuum dewatering process and

finally finished by floating, brooming with wire brush

etc. complete as per specifications and directions of

Engineer-incharge.

(The panel shuttering work shall be paid for

separately).

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

330 kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately).

8 16.79 Providing, laying, spreading and compacting graded cum 1199.17 2641.4 31,67,482.36

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 for all

leads & lifts, laying in uniform layers with mechanical

paverfinisher in sub- base / base course on well

prepared surface and compacting with vibratory roller

of 8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and

directions of Engineer-in-Charge.

9 16.91 Providing and laying factory made chamfered edge

Cement Concrete paver blocks In foot path, park &

lawns driveway 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 course sand, compacting and

properembedding/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,

all complete as per manufacturer's specifications &

direction of Engineerin- Charge.

16.91.2 80mm thick Cement concrete paver block of M-30 sqm 4355.24 953 41,50,543.72

grade with approved colour, design & pattern.

10 16.69 Providing and laying at or near ground level factory cum 221.02 8376.15 18,51,269.45

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 at sharp curve shall not to

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)

11 16.63 Providing, laying and making kerb channel 30 cm sqm 884.067 483 4,27,004.36

wide and 50 mm thick with cement concrete 1:3:6 (1

cement: 3 coarse sand:6 graded stone aggregate 20

mm nominal size) over 75mm bed of dry brick ballast

40 mm nominal size, well rammed and consolidated

and grouted with fine sand, including finishing the top

smooth etc.

complete and as per direction of Engineer-in-charge.

TOTAL 380,67,352.53

in lacs 380.67

Project :-REC ,Gurugram

BOQ-EXTERNAL WORK (PLANTER )

D.S.R S.N Particulars unit qty rate amount

EARTH WORK

2.6 1 Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well as

10 sqm on plan) including getting out and disposal

of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge.

2.6.1 All kinds of soil cum 15.52 181.85 2821.5846

1.1 2 Carriage of Materials by Mechanical Transport

including loading, unloading and stacking

1.1.2 Earth - up to 5km cum 15.52 201.83 3,131.59

Beyond 5km up to 10km per km (Rs. 10.85) cum 15.52 15.20 235.84

Beyond 10km up to 20km per km (Rs. 8.91) cum 15.52 12.63 195.97

3 ANTITERMITE TREATMENT

2.35 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment

(excluding the cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using

chemical emulsion @ one litre per hole, 300 mm

apart including drilling 12 mm diameter holes and

plugging with cement mortar 1 :2 (1 cement : 2

Coarse sand) to match the existing floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% sqm 103.44 227.05 23486.052

concentration

4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 cum 7.76 5789.6 44915.7168

graded stone aggregate 40 mm nominal size)

5 Brick work

6.47 Providing and laying autoclaved aerated cement cum 14.27 6636.95 94740.6029

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

Engineerin- Charge. (The payment of RCC band

and reinforcement shall be made for seperately).

6 WATER PROOFING

22.5 Providing and laying water proofing treatment in

sunken portion of WCs, bathroom etc., by applying

cement slurry mixed with water proofing cement

compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm sqm 227.57 465.6 105955.6608

mixed with water proofing cement compound @

0.253 kg/ sqm. This layer will be allowed to air cure

for 4 hours.

(b) Second layer of slurry of cement @ 0.242

kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm. This layer will be

allowed to air cure for 4 hours followed with water

curing for 48 hours. The rate includes preparation of

surface, treatment and sealing of all joints, corners,

junctions of pipes and masonry with polymer mixed

slurry.

7 GRANITE

8.2 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, 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

8.2.2.2 Area of slab over 0.50 sqm sqm 85.86 4007.65 344077.5923

LANDSCAPING

2.7 8 Fine dressing of the ground. sqm 103.44 3.25 336.18

2.2 9 Supplying and stacking of good earth at site cum 81.81 469.5 38409.795

including royalty and carriage upto 5 km complete

(earth measured in stacks will be reduced by 20%

payment).

2.3 10 Supplying and stacking sludge at site including cum 5.11 276.9 1415.824313

royalty and carriage upto 5 km complete (sludge

measured in stacks will be reduced by 8% for

payment).

2.4 11 Supplying and stacking at site dump manure from

approved source, including carriage upto 5 km

complete (manure measured in stacks will be

reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S. designation 20 mm 5.11 229.95 1175.763094

2.8 12 Spreading of sludge, dump manure and/or good cum 92.04 46.15 4247.472938

earth in required thickness as per direction of officer-

in-charge (cost of sludge, dump manure and/ or

good earth to be paid separately).

2.9 13 Mixing earth and sludge or manure in the required cum 86.92 32.1 2790.232

proportion specified or directed by the Officer-in-

charge

watering and maintenance of the lawn for 60 days

or more till the grass forms a thick lawn, free from

weeds and fit for mowing including supplying good

earth, if needed (the grass and earth shall be paid

for separately).

2.10.1 In rows 5 cm apart in both directions sqm 51.72 15.55 804.246

2.13 15 Preparation of beds for hedging and shrubbery by cum 92.03625 195.9 18029.90138

excavating 60 cm deep and trenching the excavated

base to a further depth of 30 cm, refilling the

excavated earth after breaking clods and mixing

with sludge or manure in the ratio of 8:1 (8 parts of

stacked volume of earth after reduction by 20% :

one part of stacked volume of sludge or manure

after reduction by 8%),

flooding with water, filling with earth if necessary,

watering and finally fine dressing, leveling etc.

including stacking and disposal of materials

declared unserviceable and surplus earth by

spreading and leveling as directed, within a lead of

50 m, lift up to 1.5 m complete (cost of sludge,

manure or extra earth to be paid for separately)

earth 50mm to 60mm thickness on existing ground

prepared with proper level and ramming with

required tools wooden and than rolling the surface

with light roller make the surface smoothen and light

watering the same, as per direction of officer in

charge

3.1 17 Providing and displaying of Aglaonema Parrot each 22 184.5 4059

Jungle plant (three in one), having ht. 30 cm and

above with 20 to 25 leaves, well developed, fresh &

healthy in 25 cm size of Earthen pot / Plastic pot &

as per direction of the officer-in-charge.

3.7 18 Providing and displaying of Aglaonema each 23 217.3 4997.9

marentifolium variety plant, having ht. 23 cm to 30

cm with 8 to 10 leaves, well developed, fresh and

healthy with colourfull leaves in 20 cm size of

Earthen pot / Plastic pot. & as per direction of the

officer-in-charge.

3.10 19 Providing and displaying of Araucaria cookie plant, each 25 67.65 1691.25

having ht. 60 cm to 75 cm, straight, well developed,

fresh and healthy with lush green leaves from

bottom to top in 20 cm size of Earthen pot / Plastic

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

3.30 20 Providing and displaying of Croton Duck Foot (Elite) each 24 56.4 1353.6

plant, having ht. 60 cm to 75 cm with 4 to 5

branches, well developed, fresh and healthy

colourfull leaves in 25 cm size of Earthen pot /

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

charge.

3.77 21 Providing and displaying of Raphis palm plant, each 23 353.65 8133.95

having ht. 75 cm to 90 cm with 15 to 18 equal

suckers, well developed, full of fresh & healthy

leaves from bottom to top in 35 cm PVC /C-Pots &

as per direction of the officer-in-charge.

5.3 22 Providing and Displaying Acalypha red well each 22 41 902

developed with fresh & healthy 30 to 45 cm ht. in 20

cm size Earthen Pot/ Plastic Pot as per direction of

the officer-in-charge.

5.5 23 Providing and Displaying Adenium Obesum grafted each 21 287 6027

well developed with fresh & healthy 30 to60 cm ht.

in 25 cm size Earthen Pot/ Plastic Pot as per

direction of the officer-in-charge.

5.10 24 Providing and Displaying Bird of paradise well each 25 389.5 9737.5

developed with fresh & healthy 90 to 120 cm ht in

30 cm Earthen Pot/ Plastic Pot as per direction of

the officer-in-charge.

5.26 25 Providing and Displaying Ficus resnold piller type each 25 2460 61500

Topairy well developed with fresh & healthy 210 to

240 cm ht in 40 cm Cement Pot as per direction of

the officer-in-charge.

6.4 26 Providing and Displaying of Asparagus sprengeri each 23 20.5 471.5

plant of height 30 cm to 45 cm, full of leafy branches

in 20 cm size of Earthen Pot / Plastic Pot & as per

direction of the officer-in-charge..

6.7 27 Providing and Displaying of Clerodendron inerme each 22 20.5 451

plant of ht. 30 cm to 40 cm multi branched in 25 cm

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

the officer-in-charge.

6.11 28 Providing and stacking of Dianella variegated plant, each 21 30.75 645.75

with 3 to 4 variegated leaves in 20 cmsize of

Earthen Pot / Plastic Pot & as per direction of the

officer-in-charge.

6.12 29 Providing and Displaying of Duranta Golden plant, each 20 24.55 491

having ht.15 to 20 cm bushty shape plant with fresh

and healthy leaves in 20 cm size of Earthen Pot /

Plastic Pot & as per direction of the officer-in-

charge..

7.11 30 Providing and stacking of Bottle palm plant of ht. each 25 350 8750

210-240 cm bottom girth 30-35 cm well developed

in big HDPE bags.

7.12 31 Supply and stacking of Bottle palm plant of ht. 270- each 24 550 13200

300 cm bottom girth 40-50 cm well developedin big

HDPE bags as per direction of the officer-in-charge.

8.3 32 Providing and stacking of plant Beloperone each 25 40 1000

species of height 30-45 cm. in poly bags of size 20

cm as per direction of the officer-in-charge.

8.13 33 Providing and stacking of plant Cestrum nocturnum each 25 40 1000

(Raat ki Rani) of height 60-75 cm. with 4-5 branches

in bag of size 25 cm as per direction of the officer-in-

charge.

8.11 34 Providing and stacking of plant Cassia laevigata of each 22 35 770

height 45-60 cm. in earthen pots of size 20 cm as

per direction of the officer-in-charge.

8.35 35 Providing and stacking of plant Hibiscus each 23 35 805

rosasinensis of height 90-105 cm., bushy in big size

HDPE bag as per direction of the officer-in-charge.

8.36 36 Supply and stacking of plant Hibiscus variegated of each 24 45 1080

height 60-70 cm. with 5-6 branches and healthy

variegated foliage in earthen pots of size 25 cm as

per direction of the officer-incharge.

9.4 37 Supply and stacking of Bougainvillea (Variety each 21 40 840

Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet

Queen, Varigata, Glabra Formosa, Peruviana

Odissi, Partha, Subhra,Thimma, Spectabilis L.N

Birla, Refulgens) plant of height 30 cm. to 45 cm.

with 2-3 branches in 20 cm size of Earthen pots /

Plastic pots & as per direction of the officer-

incharge.

9.8 38 Providing and stacking of Jasminum grandiflorum each 20 30 600

(chameli) plant of height 30 cm to 45 cm. in 20 cm

size of Earthen pots / Plastic pots & as per direction

of the officer-in-charge. .

Total 818766.5446

Project :-REC ,Gurugram

Landscaping

S.NO.DSR NO. Item Description unit Quantity Rates Amount

HORTICULTUR

E AND LAND

SCAPING (sub

1 2.28 Preparation of mounds of various size and shape by cum 912.60 401.3 366226.38

available excavated / supplied earth in layers not

exceeding 20 cm in depth, breaking clods, watering of

each layer, dressing etc., lead upto 50 meter and lift

upto 1.5 m complete as per direction of Officer-in-

charge.

50mm to 60mm thickness of existing ground prepared

with proper level and ramming with required tools

wooden and than rolling the surface with light roller

make the surface smoothen and light watering the same

maintenance for 30 days or more till the grass establish

properly,as per direction of officer in charge

creepers plants

(sub head 9.0)

Bougainvillea (Variety Butiana, Lady Mary Baring,

Mahara,Mohan,Scarlet Queen, Varigata, Glabra

Formosa, Peruviana Odissi, Partha, Subhra,Thimma,

Spectabilis L.N Birla, Refulgens) plant of height 30 cm.

to 45 cm. with 2-3 branches in 20 cm size of Earthen

pot/Plastic pot.

ground cover

plants (sub head

4 10236 Duranta Golden, having ht.15 to 20 cm bushty shape no.

with fresh and healthy leaves in 15 cm size of Earthen 270 20 5400

Pot / Plastic Pot.

5 10247 Schefflera green, having 3 to 4 branch, ht. 30 to 45 cm no. 1568.17 30 47045.1

well developed with fresh & healthy in 20 cm size of

Earthen Pot/Plastic Pot.

6 10246 Portulacaria afra (Jade ) with 5 to 6 branches in 20 cm no. 590 30 17700

size of Earthen Pot / Plastic Pot.

SEASONAL

PLANTS (Sub

7 10140 Petunia hybrid different colour single well developed in no. 546000

full bloom in 20 cm Earthen/Plastic Pot. 13000 42

8 10171 Sunflower hybrid well developed 15 to 20 cm ht. with no. 143200

fresh & healthy foliage at blooming stage in 20 cm 800 179

earthen pot/plastic pot

9 10123 Geranium double variety having 30 cm ht., in different no. 750 131 98250

colour well developed with fresh & healthy foliage (3 in

one) well bloomed in 25 cm Earthen Pot/ Plastic Pot

10 10165 Cosmos well developed fresh & healthy 20 to 25 cm ht. no. 700 42 29400

attractive colours multi branching at blooming stage in

20 cm Earthen Pot/Plastic Pot.

11 10482 Rubber plant black variety, well developed, having 45 to no. 530 90 47700

60 cm ht.with fresh, healthy and attractive colourfull

leaves in 25 cm size Earthen pot/

Plastic pot

12 10171 Sunflower hybrid well developed 15 to 20 cm ht. with no. 800 30 24000

fresh & healthy foliage at blooming stage in 20 cm

earthen pot/plastic pot

SHRUBS (Sub

Hibiscus variegated of height 45-60 cm. with 3-4

13 10381 branches and healthy variegated foliage in earthen pot no. 300 35 10500

of size 20 cm

14 10398 Plumbego capensis well developed with fresh and no. 1000 60 60000

healthy 30 to 45 cm ht., with bloom in 20 cm Earthen

Pot/Plastic Pot

15 10365 Excoecaria bicolor of height 45-60 cm. in earthen pot of no. 1060 40 42400

size 20 cm

16 10392 Nerium oleander (Kaner) of height 45-60 cm. with 3-4 no. 780 30 23400

branches in poly bag of size 20 cm

17 10401 Tabernaemontana coronaria (Chandni single) of height no. 500 35 17500

45-60 cm. in earthen pot of size 20 cm

ANNUAL

FLOWER

SEEDLINGS/CUT

TING (Sub Head-

Rubber plant black variety, well developed, having 45 to

60 cm ht.with fresh, healthy and attractive colourfull

leaves in 25 cm size Earthen pot/ Plastic pot

Creeper plants

(sub head 9.0)

19 10427 Jasminum grandiflorum (chameli) of height 30 cm to 45 no.

cm. in 20 cm size of Earthen pot/Plastic pot

ORNAMENTAL

PLANTS (Sub

20 10190 Euphorbia milli hybrid variety with multi branch, full no.

bloom, with fresh and healthy well developed having 30 620 630 390600

to 45 cm ht. plant in 35 cm Cement Pot

21 10185 Adenium Obesum grafted well developed with fresh & no. 600 280

healthy 30 to 60 cm ht. plant in 25 cm size Earthen Pot/ 168000

Plastic Pot

FOLIAGE AND

LOVING

PLANTS (sub

22 10082 Seaforthia Palm having ht. 90cm to 1.20 m with 6-8 no. 10 350 3500

suckers, well developed, fresh and healthy lush green

leaves from bottom to top in 20 cm size of Earthen pot /

Plastic pot.

23 10059 Livistona Palm having ht. 30 cm to 45 cm, well no. 7 84 588

developed with 5 to 6 leaves, fresh & healthy foliage in

25 cm size of Earthen pot / Plastic pot\

24 10029 Brassia Variegated having ht. 30 cm, well developed no. 2810 74 207940

with fresh and healthy foliage in 20 cm size of Earthen

pot / Plastic pot.

25 10035 Croton Golden having ht. 45 cm to 60 cm with 2 to 3 no. 530 55 29150

branches, well developed, fresh and healthy foliage in 25

cm size of Earthen pot / Plastic pot

PLANTS

(Sub Head-

26 10300 Grevillea Robusta (Silver Oak) height 150-165 cm. in big no. 20 50 1000

poly bag size 25 cm

27 10303 Jacaranda mimosifolia height 150-165 cm. in big poly no. 25 60 1500

bag size 25 cm

28 10263 Bauhinia purpurea (Kachnar) height 150-165 cm. in big no. 30 50 1500

poly bag size 25 cm

29 10324 Plumeria alba height 120-135 cm. with 2-3 branches in no. 90 120 10800

bag size 30 cm

30 10271 Cassia fistula (Amaltash) height 120-135 cm. in big poly no. 15 65 975

bag size 25 cm

31 10341 Tecoma argentea height 120-135 cm. in big poly bag no. 30 80 2400

size 25 cm

32 10310 Michelia champa (Golden Champa) height 90-105 cm. in no. 100 90 9000

earthen pot size 25 cm

33 10303 Jacaranda mimosifolia height 150-165 cm. in big poly no. 25 60 1500

bag size 25 cm

34 10274 Cassia nodosa height 120-150 cm. in big poly bag size no. 15 65 975

Material

35 10007 River Pebbles size of 2" to 2.50" dia in natural colour. kg 2421 400 968400

sky garden

&podium

50mm to 60mm thickness of existing ground prepared

with proper level and ramming with required tools

wooden and than rolling the surface with light roller

make the surface smoothen and light watering the same

maintenance for 30 days or more till the grass establish

properly,as per direction of officer in charge

37 16.91 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 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.

16.91.2 80 mm thick C.C. paver block of M-30 grade with sqm 534.28 953 509168.84

approved color design and pattern.

38 16.69 Providing and laying at or near ground level factory cum 21.3712 8376.15 179008.38

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 at sharp curve shall not to

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)

39 roviding, laying and making kerb channel 30 cm wide rmt 712.373333 483 344076.32

and 50 mm thick with cement concrete 1:3:6 (1 cement:

3 coarse sand:6 graded stone aggregate 20 mm nominal

size) over 75mm bed of dry brick ballast 40 mm nominal

size, well rammed and consolidated and grouted with

fine sand, including finishing the top smooth etc.

complete and as per direction of Engineer-in-charge.

waterproofing

40 6.47 Providing and laying autoclaved aerated cement blocks 134.223075 6636.95 890831.84

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

41 13.7 12 mm cement plaster finished with a floating coat of

neat cement of mix :

13.7.2 1:4 (1 cement: 4 fine sand) 894.78 328.25 293711.54

42 13.47 Finishing walls with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade:

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm 894.78 161.15 144193.80

over and including priming coat of exterior primer applied

@ 2.20 kg/10 sqm)

Total DSR Items 8662642.23

REC -Gurgaon

S.N DSR Particulars unit Qty Rate Amount

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

modular) bricks of class designation 7.5 in super

1 6.4 structure above plinth level up to floor V level in all

shapes and sizes in :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 15.8 7809.25 123178

2 13.1 12 mm cement plaster of mix :

13.1.1 1:4 (1 cement: 4 fine sand) sqm 190.12 266.85 50732

Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

10.25 structural steel etc. as required.

in gratings, frames, guard bar, ladder, railings,

10.25.2 brackets, gates and similar works kg 108 131 14148

12.1 Providing corrugated G.S. sheet roofing including

vertical / curved surface fixed with polymer coated J or

L hooks, bolts and nuts 8 mm diameter with bitumen

and G.I. limpet washers or with G.I. limpet washers

filled with white lead, including a coat of approved

steel primer and two coats of approved paint on

4 overlapping of sheets complete (up to any pitch in

horizontal/ vertical or curved surfaces), excluding the

cost of purlins, rafters and trusses and including

cutting to size and shape wherever required.

1.00 mm thick with zinc coating not less than 275

12.1.1 gm/m² sqm 112.50 1234.25 138853

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, 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

8.2.2.2 Area of slab over 0.50 sqm sqm 52.96 4007.65 212229

Total DSR Items 539141

POOL SIDE UMBRELLAS

M.R. Design, structural analysis, detailed engineering &

approval of shop drawings. MS Frame : Supply,

fabrication and installation of MS Frame including

plate, stiffeners, pipes as per approved

drawings.(Estimated steel weight Painting : Painting

with P.U. Primer and two coats PU paint in approved

shade on the MS Frame making it completely ready to

6 take the tensile fabric as Fabric: Providing,

patterning,cutting, heat welding to required shape and

Installation of the Tensile Fabric Mehler Germany

FR700 (700+ GSM), with 10 Years warranty (ltd) to

the MS Frame with necessary fixing accessories like

GI wire, SS end plates, SS fittings, etc

WALK WAY

7 M.R. Design, structural analysis, detailed engineering &

approval of shop drawings. MS Frame : Supply,

fabrication and installation of MS Frame including

plate, stiffeners, pipes as per approved

drawings.(Estimated steel weight Painting : Painting

with P.U. Primer and two coats PU paint in approved

shade on the MS Frame making it completely ready to

take the tensile fabric as Fabric: Providing,

patterning,cutting, heat welding to required shape and

Installation of the Tensile Fabric Mehler Germany

FR900 (900+ GSM), with 10 Years warranty (ltd) to

the MS Frame with necessary fixing accessories like

GI wire, SS end plates, SS fittings, etc

8 MR. nos 18.00 197000 3546000

Stone- Beige sandstone Pillar in single pcs Base &

top is separately fixed The above price is including

5% GST and for at site

9 MR Providing and supplying natural sandstone water 118.73 17544.84 2083099.30

features as per Indian standard 1121-1974,1122-

1974,1124-1974, Catinus design made from natural

sandstone Rainbow water absorption 4.09%,

comprehensive strength dry 66.40MPa, wet

57.00MPa in parallel as per ASTM standard .Size

Height 130mm x width 400mm x Length 400mm (

standard size variation length & width +/- 5 mm and

thickness +/- 15mm , natural cleftness on surface of

3mm to 5mm). Natural variance in shade and marking

is natural criteria of the natural stones.

10 MR Providing and supplying Natural stone water features sqm 126.00 29615.83 3731595.00

as per Indian standard 1121-1974,1122-1974,1124-

1974 Eridanus made from natural sandstone

Rainbow , produced from processing of natural stone

blocks and surface processed in rough racked finish.

Cut pieces are hand glued with metal inserts to give

strength produced set of sizes 800x450x200mm with

hole at the base Natural variance in shade and

marking is natural criteria of the natural stones.

Total N-DSR 11353581.60

Total DSR and N-DSR Items 11892723.09

Project:-REC, Gurgaon

Fountains BOQ

S.N Particulars Amount

1 Entrance Water Features 1278000

2 Circular Water Features - 1 540000

3 Circular Water Features - 2 198000

4 Circular Water Features - 3 198000

Subtotal 2214000

Add GST 398520

Add CPOH 332100

Grand Total 2944620

Grand Total 2944620

CONSTRUCTION OF RURAL ELECTRIFICATION CORPORATION TOWNSHIP AT SECTOR 57, GURUGRAM

SUMMARY OF COSTS : ELECTRICAL WORK

AMOUNT (RS)

SR. NO NAME OF SUB-HEAD

CPWD DSR 2018 ITEMS NON SCHEDULES ITEMS

A INTERNAL ELECTRICAL WORK

1 SUB HEAD-1: W I R I N G & SUBMAIN 17700652 24177

2 SUB HEAD -II : DISTRIBUTION BOARD 1676154 1273780

SUB HEAD - III : LIGHTNING PROTECTION SYSTEM

4 SUB HEAD - IV : LIGHTING FIXTURE & FAN 486128 9676348

SUB HEAD - V : IP BASE SURVEILLANCE SYSTEM

6 SUB HEAD - VI : FIRE ALARM & PA SYSTEM 6664651 280624

REC GROUP HOUSING SUMMARY SHEET- ELECTRICAL WORK

SUB HEAD - VII : TV, DATA, VOICE NETWORKING,

8 SUB HEAD - VIII : UPS 0 366970

9 SUB HEAD - IX : CABLE TRAY 1471770 0

TOTAL 30633465 25127578

B EXTERNAL ELECTRICAL WORK

SUB-HEAD - I : 11 kV HT PANEL, HT METER, TWO

POLE STRUCTURE

2 SUB-HEAD - II - 11/.433 KV CSS 0.00 6984424.00

3 SUB-HEAD - III - DG SET WORK 0.00 14188016.00

SUB-HEAD - IV- LT PANELS & DISTRIBUTION

BOARDS

5 SUB HEAD- V : EARTHING WORK 843514.00 396256.00

7 SUB HEAD-VI : CABLE & END TERMINATIONS WORK 1559574.00 5286805.04

REC GROUP HOUSING SUMMARY SHEET- ELECTRICAL WORK

8 SUB HEAD- VII : EXTERNAL LIGHTING WORK 0.00 19828204.88

9 SUB HEAD- VIII : SOLAR PV SYSTEM 0.00 2370490.00

SUB HEAD- IX : LINEAR PNUEMATIC HEAT

DETECTION TUBE SYSTEM

12 SUB HEAD- X : BOOM BARRIER 36000.00 740600.00

TOTAL OF B 4842671 63575020

Total External Electrical 68417691

GRAND TOTAL (A+B) 124178733

GRAND TOTAL (A+B) 124178733

REC GROUP HOUSING SUMMARY SHEET- ELECTRICAL WORK

PROJECT: CONSTRUCTION OF RURAL ELECTRIFICATION CORPORATION TOWNSHIP AT SECTOR 57,

GURUGRAM

SUMMARY OF COSTS : EXTERNAL ELECTRICAL WORK

AMOUNT (RS)

SR. NO NAME OF SUB-HEAD NON SCHEDULES

CPWD DSR 2018 ITEMS

EXTERNAL ELECTRICAL WORK

SUB-HEAD - I : 11 kV HT PANEL, HT METER, TWO

POLE STRUCTURE

2 SUB-HEAD - II - 11/.433 KV CSS 0.00 6984424.00

3 SUB-HEAD - III - DG SET WORK 0.00 14188016.00

SUB-HEAD - IV- LT PANELS & DISTRIBUTION

BOARDS

5 SUB HEAD- V : EARTHING WORK 843514.00 396256.00

SUB HEAD-VI : CABLE & END TERMINATIONS

8 SUB HEAD- VII : EXTERNAL LIGHTING WORK 0.00 19828204.88

9 SUB HEAD- VIII : SOLAR PV SYSTEM 0.00 2370490.00

REC GROUP HOUSING SUMMARY SHEET-EXTERNAL ELECTRICAL WORK

SUB HEAD- IX : LINEAR PNUEMATIC HEAT

DETECTION TUBE SYSTEM

12 SUB HEAD- X : BOOM BARRIER 36000.00 740600.00

TOTAL OF EXTERNAL ELECTRICAL WORK 4842671 63575020

GRAND TOTAL 68417691

GRAND TOTAL 68417691

REC GROUP HOUSING SUMMARY SHEET-EXTERNAL ELECTRICAL WORK

PROJECT- : CONSTRUCTION OF RURAL ELECTRIFICATION CORPORATION TOWNSHIP AT SECTOR 57,

BILL OF QUNATITIES FOR EXTERNAL ELECTRICAL WORKS

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Sub-Head - I : 11 kV HT PANEL, HT METER, TWO

POLE STRUCTURE

1.0 NS-1 TWO POLE STRUCTURE (BEFORE METER ROOM)

Supply, erection and commissioning of 2 pole structure

for terminating 11 KV O.H. supply from State Electricity

Boards as per specifications. The 2-pole structure shall

comprise of:

MS tubular swaged pole 11 mtrs high (410 SP 24 as per

latest IS), in cement concrete foundation 1:3:6 (1 cement

: 3 coarse sand : 6 graded aggregate 40mm nominal

size) including excavation and refilling etc. as required.

The rate shall be inclusive of painting with 2 coats of

aluminium paint (on zink chromate). The portion of pole

under the ground shall be provided with 2 coats of

bituminous paint - 2 Nos.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Steel sections, channels angles, flats, clamps, GI nuts,

bolts and required hardware etc of different sizes for

cross arms, bracings, supports etc. for pole GOD etc.

including anticlimbing barbed wires (conforming to latest

IS) having 4 points barbs spaced 75 ±12mm apart. All

steel structure shall be given 2 coats of zink chromate

primer and 2 finishing coats of aluminium paint as

required as per drawings and direction of Engineer-in-

Charge.

Supply,installation, testing and commissioning of 11 KV

class disc/pin/support insulators complete with clamps

and fixing hardwares etc. complete as required as per

drawings and direction of Engineer-in-Charge.

Supply,installation, testing and commissioning of 11 KV

station class thyrite type lightning arrestors complete with

mounting arrangement (on all phases) - 3 Nos.

Supply,installation, testing and commissioning of drop out

- lock out (DOLO) fuse, gang operating device (Air Break

Switch) with pad locking arrangement (operating rod to

be supported properly), complete with operating handle

at 1 mtr hight and locking arrangement. Set-1 Nos.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Supply,installation, testing and commissioning of GI stay

set complete with 20mm dia 1.8 M long stay rod with 450

x 450 x 7.5 mm anchor plate with thimbles, stay clamps,

7/4.00 mm dia GI stay wire, turn buckle (20mm x 600mm)

strain insulator bow tightner in cement concrete 1:3:6

foundation as excavation and refilling. Set-2 Nos.

2.0 NS-2 11 KV HT Metering Panel (SEB's) Indoor Type

The instrument and relay panel fitted with:

1- digital voltmeter scaled 0-12000volt with 3 way and

ii) 1- digital Ammeter scaled 0-100 amps with 3 way and

1- Triple pole I.D.M.T. overcurrent & earth fault relay with

two outer elements connected for overcurrent protection

and the middle element for earth fault protection

overcurrent, setting 50% - 200%, Earth fault setting 20% -

1 No. SEB approved digital Trivector meter with MDI in

KVA of accuracy class - 0.5.

iv) Note: The contractor shall get the Trivector meter , CTs'

& PT tested by SEB.

v) One Set of Phase Indicating Lamps.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

1- set of Red/Green indicating lamps for close and open

position

vii) 1- Amber indicating lamp for auto trip

viii) 1- clear indicating lamp for trip circuit healthy

ix) 1- set of white indicating lamps one per phase

x) 1 - blue indicating lamp for spring charged

2 Nos. indoor cable end box suitable for 3C x 240 sq.mm.

xi) 11 KV(E), aluminium conductor XLPE Armourd cable

(Incoming & Outgoing cable).

Supply Rate for Metering Panel as described above

Note: The contractor shall ensure that the above

panel meets the requirement as insisted by local

authorities for satisfactory operation and as per the

Drawings.

3.0 NS-3.1 11KV HT PANEL :

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Supply, installation, testing & commissioning of indoor

type metal clad 11 KV VCB panel with 1 No. VCB, totally

enclosed & fully interlocked, horizontal drawout,

horizontal/vertical isolation type breaker as per IS 13118,

as amended upto date & additional specifications, having

capacity as mention, single break, trip free mechanism,

manually charge & auto/manually closing breaker

suitable for use on 11 KV, 3 Phase, 50 Hz A.C. supply

with self contained, fully interlocked, rack in & rack out

mechanism, air insulated but encapsulated copper bus

bar of 630/800 Amps capacity, breaker featured with

mechanical ON/OFF indicator with hand trip device,

spring release coil, shunt trip coil & auxiliary switch of 6

NO+6 NC & equipped with following switchgears &

accessories.

Incoming feeder shall have fault trip auxiliary contacts for

wiring to annunciation fault trip indication panel.

1 Incomming cum outgoing panel rquipt with

following items.

Incomer

i) 1- Air insulated metal clad housing

1- set of 3 phase PVC insulated copper busbars 630/800

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

6- Single pole cluster type isolating contacts; i.e. plug and

switches

1- Triple pole EDO drawout truck mounted 11 kV 350

iv) MVA, 630/800 amps Vacuum circuit breaker fitted with

arc control devices.

1- Trip free 230 V AC, motor charged spring release

closing mechanism complete with necessary auxiliary

switches emergency hand trip device and mechanical

'OFF' and 'ON' indicator.

vi) 6 NO/NC contacts for remote ON/OFF/TRIP status

vii) 1 - 24 volts DC shunt trip coil

3 - Dual Core Cast resin Current transformers of ratio

viii) 200/5 Class 5P10 and Class 1.0, 15 VA burden for

protection & metering.

1- Strip heater with thermostat to prevent absorption of

moisture

1- 3 Phase cast resin horizontal draw out line potential

transformer ratio 11000/√3 :110/√3 volts, connected

x) star/star with H.V. and L.V. connections, H.V. and L.V.

fuses, isolating plugs for H.V. and L.V. connection.

The instrument and relay panel fitted with

1- digital voltmeter scaled 0-12000 volt with 3 way and

1- digital Ammeter scaled 0-200 amps with 3 way and

1 no. energy analyser to measure voltage, current, power

xiii) factor, frequency,kW/kVA, kWh, kVArh, kVAh,Real

time,date with communication module.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

1- Triple pole numerical I.D.M.T. over current, short

circuit and earth fault relay, with two outer elements

connected for over current and the middle element for

earth fault protection, over current setting 50% - 200%,

Earth fault setting 20% -80% and with instantaneous

element on all 3 pole settings 500-2000% on over current

and 200-800% on earth fault (51, 50, 51N & 50N)

xv) 1 - Electro mechanical Master trip relay (86)

xvi) 1 - Electro mechanical Anti pumping relay (94)

xvii) 1 - Trip Circuit supervision relay.

1- set Electro mechanical auxiliary relay for transformer

xviii) fault ALARM for winding temperature conditions (63x)

1 - no. circuit breaker control switch for electrical (T/N/C)

xx) 1 - push button on front door for emergency trip

1- set of Red/Green indicating lamps for close and open

position

xxii) 1- Amber indicating lamp for auto trip

xxiii) 1- clear indicating lamp for trip circuit healthy

xxiv) 1- set of white indicating lamps one per phase

xxv) 1 - blue indicating lamp for spring charged

1- cable termination suitable for Raychem make cable

xxvi) joint to receive 11 KV XLPE cable 3 core 240 sqmm

The switchboard shall be complete with all

xxvii) interconnections, label wiring, etc as required and as per

direction

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

11 KV Single panel VCB Switchboard as described

All Meters shall be Digital type

Potential free contact to be provided for HT trouble in

each breaker to be used for annunciation in the control

The potential free contacts for transformer troubles

annunciation & trips for WTI should be provided for

remote annunciation in the control room. Required

contactors / control relays with sufficient NO/NC contacts

shall be provided.

Interchange billing features test and service position

(electro / mechanical).

11 KV Single panel VCB Switchboard as described

above Each 1 498887

4.0 NS-3.2 11KV HT PANEL :

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Supply, Installation, Testing & Commissioning of indoor

type, floor mounted, metal clad, fully-partitioned, totally

enclosed 11kV Switch Gear VCB panel as per IS/IEC

62271 as amended up to date and as per specifications,

having 03Nos. VCBs arranged in configuration 01no.

Incomer, 02no.Outgoings as per SLD. Panel shall house

breakers having totally enclosed, fully interlocked,

horizontal isolation, horizontal drawout on floor, vacuum

interrupters with trip free mechanism, motorised charged

(230VAC) and auto/manual tripping/closing continuous

duty coils (24VDC), ON/OFF indicators, in-built spring

charging handle, hand trip device and mechanical anti-

pumping arrangement, suitable for 11 KV, 3-Phase, 50Hz

A.C. supply with fault level of 350MVA, associated

CTs/PTs, bus-bars, cable-chambers all enclosed inside

arc-proof chambers made from corrosion resistant

Galvanized/Aluzinc sheets 2mm thick enclosure,

complete with capability to handle short time current of

18.3kA for 03 sec, Internal Arc 18.3 kA for 01 sec (AFLR

as per IEC) also as per site requirement and as per local

electricity authority complete.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

The panel shall be complete with interconnections, space

heaters, earthing, etc. and equipped with following

switchgears and accessories including making capacity

earth switch on each feeder, connections suitable for

cable upto 1Rx3C x 240sqmm XLPE cable of 11KV

grade (cable entry from bottom). Microprocessor based

(O/C + E/F) with HT switchgear including suitable

protection relays, metering, LED indications, push

buttons, busbars, copper FRLS control wiring with

minimum 2.5sq.mm etc. as per the requirement detailed

in the tender documents/ SLD etc. complete with self

contained, fully interlocked, rack in and rack out

mechanism, Cu bus bars with PVC heat shrinkable

sleeves of 630 Amps capacity also featured with

mechanical ON/OFF indicator as required. The panel

shall be complete in all respects including foundation

frame, bolting, grouting and shall be installed with

sufficient clearance from side/rear/top as per safety

guidelines.

The panel shall be complete with suitable surge

protection device required for the suitable voltage level

and withstanding current. The panel shall be housed with

in-built gas suppression system including suitable piping,

actuation arrangement, nozzles and associated panels

complete as per specifications and standards.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

01 no. Incomer VCB Panels, each comprising of

11kV, 630/800A, 18.3kA/3-sec Vacuum Circuit Breaker

as per IEC-62271 and as prescribed above.

Set of 03 nos. current transformers 11kV, 100-50/5/5A,

Core1: Class 5P10, 15VA, Core2: Class 0.5, 15VA

Set of 03 nos. Fixed PTs, Single Phase having ratio

11kV/rt3:110V/rt3, 100VA, Class 0.5 with Digital

Voltmeter (Acc.Cl.0.5) having

Switch, switches

Breaker andSwitch

Control

(T-N-C), space heater with thermostat, DC & AC control

circuit through MCB,

LEDs for RYB, spring charge, DC Supply healthy,

Breaker ON/OFF and TEST/ SERVICE position; 8-

Window Annunciator along with Hooter

(i) Multifunction Meter (Acc.Cl.0.5) with Max. Demand

Indication

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Numerical Main Protection Relay, drawout type, generally

confirming to IEC60255, having with microprocessor

based protection scheme for detecting, indicating and

tripping the breaker on critical faults like

(i) directional over-current, earth-fault in the three

phases,

(ii) negative sequence currents due to line-to-line or

conductor-break faults,

(iii) residual and three-phase under-voltages/over-

voltages,

(iv) circuit-breaker-failure alarm,

(v) tripping-circuit-failures and inter-panel

tripping/blocking signals via GOOSE based peer-to-peer

communication, on IEC61850 protocol.

The relay shall be integrated with the feeder, capturing

status like Breaker On/Off/Spring. Chrgd/Test/Service/AC-

Fail, Line-Current, Line-Voltage etc. and display the same

locally on back-lit LCD screen, remotely on IEC61850

platform on ethernet.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Master-Trip and Trip-Circuit Supervision shall be

provided preferably as part of main-protection relay or

otherwise separately, pluggable relays for contact

multiplication, anti-pumping, spring-charging indication

etc. where applicable shall be provided. The panel shall

be complete with 2.5 sqmm FRLS wiring, Terminal

Blocks, cable-ducts, isolation MCBs, LED's illumination,

power-socket and space-heater as per requirement.

02nos. Outgoing VCB Panels each comprising of

11kV, 630/800A, 18.3kA/3-sec Vacuum Circuit Breaker

as per IEC-62271, as prescribed above.

Set of 03nos. Current Transformers 11kV, 50/5-5A,

Core1: Class 5P10, 15VA, Core2: Class 0.5, 15VA

Lockable Local-Remote Switch, Breaker Control Switch

(T-N-C), space heater with thermostat, DC & AC control

circuit through MCB,

LEDs for RYB, spring charge, DC Supply healthy,

Breaker ON/OFF and TEST/ SERVICE position; 8-

Window Annunciator along with Hooter

(i) Multifunction Meter (Acc.Cl.0.5) with Max. Demand

Indication

(ii) Digital Ammeter (Acc.Cl.0.5)

(iii) Digital Voltmeter (Acc.Cl.0.5)

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Numerical Main Protection Relay, drawout type, generally

confirming to IEC60255, having with microprocessor

based protection scheme for detecting, indicating and

tripping the breaker on critical faults like

(i) directional over-current, earth-fault in the three

phases,

(ii) negative sequence currents due to line-to-line or

conductor-break faults,

(iii) circuit-breaker-failure alarm,

(iv) tripping-circuit-failures and inter-panel

tripping/blocking signals via GOOSE based peer-to-peer

communication, on IEC61850 protocol.

The relay shall be integrated with the feeder, capturing

status like Breaker On/Off/Spring. Chrgd/Test/Service/AC-

Fail, Line-Current, Line-Voltage etc. and display the same

locally on back-lit LCD screen, remotely on IEC61850

platform on ethernet.

Master-Trip and Trip-Circuit Supervision shall be

provided preferably as part of main-protection relay or

otherwise separately, Pluggable Relays for contact

multiplication, anti-pumping, spring-charging indication

etc. where applicable shall be provided. The panel shall

be complete with FRLS wiring, Terminal Blocks, cable-

trays, isolation MCBs, LED illumination, power-socket

and space-heater as per requirement.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Busbars

630/800 amps TP,12 KV Copper Bus bar with heat

shrinkable insulated sleeves in self-supported, insulator-

free design to withstand full short circuit currents upto

18.3 kA for three second of suitable size as per panel

configuration.

230V, single phase 2 wire AC to 24V DC Batteries

charger with semiconductor/IGBT full wave rectifier with

auto /manual float cum boost facility complete with 24V

DC, 120 AH sealed maintenance free batteries including

one no. distribution board having 32 Amps DP MCB as

incomer and 8 Nos. 20/16A DP MCB's (D.C. duty) as

outgoing complete as required and as per technical

specifications.

11 KV Three panel VCB Switchboard as described

above Set

Total of Sub-Head - I carried to summary sheet 0 2658357

Sub-Head - II - 11/.433 KV 800 KVA Compact

Substation

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Supply, receiving, storing, inspection, handling,

assembling, installation in correct aligned

position,effecting proper connections, testing and

commissioning of Indoor type package substation with

continuous rating 800 KVA, Step Down, 11/0.433 kV Oil

Type (OLAN), On load tap changer transformer with 4

mm thick base and 2 mm thick wall of each compartment

with compartment, with IP 64 for HT & LT compartment

and IP 23 for transformer compartment, with naturally Each 2 3492212 6984424

cooled type canopy (Hot Galvanized Steel), required

capicity power pack and with all fitting & accessories,

W.T.I alarm & trip wiring, complete with range of On

Load Tap Changer on H.V. side shall be + 5% to - 15% in

steps of 1.25% as per specifications & conforming to IS

1180, Level 2.

Package substation will have the following equipments-

A RMU-NON-Extensible 1WAY,11 KV , RN6C(1 isolators, 1

SF6 circuit breaker),

TYPE:- Free standing, Metal Clad, SF6 insulated

Ringmaster with 1 No. 630A load breaking, Fault

Breaking Switches and 630A T off SF6 Circuit Breaker.

a) Self Powered Relay. Type IDMT

b) Ring switches and T OFF SF6 circuit breaker with

Integrated Earthing Switches

c) Live Cable Indicator for Ring Switches

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

d) Padlocking Facility

e) Shunt trip coil rating- 230V AC.

f) Padlocking facility

All civil works such as PCC/RCC foudation, Platform,

Fencing, Filling trench and pedestals etc will remian in

civil scope.

B) 11KV/433V, 800kVA three phase, Dyn11, On load tap

changer with +5% to –15 % in steps of 1.25% CU

winding Oil type (ONAN) Transformer with standard

accessories.

C) LV Compartment:-

Outgoing:-

1No. 4pole, 1250A, 50KA microprocessor base MDO

Total of Sub-Head - II carried to summary sheet 0 6984424

6.0 NS-5 Sub-Head - III - D.G. SET WORK

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Supplying, loading, installation, testing & commissioning

of Diesel Generating set having Prime Power Rating of

750 KVA, radiator cooled type, with Acoustic

Enclosure, 415 Volts at 1500 RPM, 0.8 lagging power

factor suitable for 50 Hz, 3 phase system and as per

latest CPCB-II, 990 Ltr inbuilt fuel tank. The DG Sets

shall be suitable for being overloaded upto 10% of the

rated capacity for 1 hour in every 12 hours and consisting

6.1 5.1 of the followings: The DG set shall be suitable for above Sets 2 5915380 11830760

0.85 loading factor with net output shall be 750 kVA as

per site conditions with Genset governing Class G3 as

per IS 8528. Silent Diesel Genset shall be provided with

remote monitoring system to monitor the genset

operational parameters at desktop/smartphones.

A DIESEL ENGINE:

Diesel Engine 4 stroke water cooled, electric start, of

suitable BHP at 1500 RPM suitable for above output of

alternator at 40 Degree C, 50% RH & at 1000 MSL and

conforming to BS 5514, BS 649, IS 10000, capable of

taking 10% over loading for one hour after 12 hours of

continuous operation. The engine will be fitted complete

with all the required accessories.

Type: Radiator Cooled

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Fuel injection :As per manufacturer

Engine Starting : Battery starting.

Starting position : Universal. Auto/Manual

The Engines shall include:

• Flywheel with guard.

• Flexible connection.

• Bellow / expansion joints

• Air Cleaner

• Blower fan

• Electronic governor with electronic fuel injection system

• Fuel and lube oil filters and pumps

• Day Fuel tank with visual level indicators etc.

• Silencer as per latest amendments of MOEF/CPCB

• Safety controls

• Instrument panel

• Exhaust piping to let out the exhaust at mandatory

height above the canopy including support arrangement

and insulation with cladding inside the canopy etc.

B ALTERNATOR;

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Synchronous alternator rated at 750 KVA, 415 volts at

1500 RPM, 3 phase 50 HZ, AC supply with 0.8 lagging

power factor at 40 Degree C, 50% RH & at 1000 Meter

MSL. The alternator shall be having SPDP enclosure,

brushless, continuous duty, self excited & self-regulated

through suitable AVR conforming to site condition and

with Class-H insulation.

Type : Brushless.

Actual Power 750 KVA at 40 deg C.

Frequency : 50 Cycles/sec.

Supply System: 3 phases & neutral

Connection : Star.

Rated rpm. : 1500 RPM

Casing protection : As per IP-23

Insulation : Class H.

Power Factor : 0.8.

Controller : The DG sets should be suitable for Auto

ON/OFF or equivalent including providing of Engine

control panel.

C. ACCESSORIES:

The Diesel Engine shall be equipped with minimum

following/ as indicated in the specifications, devices/

accessories built-in type including all standard fittings.

Fuel supply pump with manual venting pump.

Turbo charger with air filter (dry/oil bath type) and

damper.

CPWD Amount

Amount

Sr. DSR (Non

Description Unit Qty. Rate (Schedule

No. 2018 Schedule

Items) Rs

Item no Items) Rs

Charge air cooler.

Suction fuel filter

Lube oil filter.

Hour meter and RPM indicator.

Battery Starting Mechanism.

Instrument/Indication panel complete with the

followings;

a) Starting Switch with key.

b) Lub. Oil Temp. gauge.

c) Lub. Oil Pressure Gauge.

d) Water Temp. gauge.

Control devices for safety and monitoring along with

indicators.

Common base/foundation frame.

Anti vibration pads

24V DC Starting system comprising of starter motors:

Voltage regulator and arrangement for initial excitation

complete with suitable nos. of Maintenance free batteries

as per manufacturer standards for minimum 6 no.

consecutive starts as required as per specifications.

The cost of initial charge of lubricants, coolant etc.

The DG sets shall include the cost of all accessories,

fittings, protections, instruments, safety controls, alarms,

indications etc. complete as per specifications, as

required