Construction of Phase-B work at JNV Palamu-II (Jharkhand)along with external development and allied services on behalf of Navodaya Vidyalaya Samiti Go

GENERAL ABSTRACT OF COST

COST AS PER DSR 2023 AS PER MARKET

S.NO. DESCRIPTION TOTAL

(RS.) RATE (RS.)

BOYS DORMITORY FOR 96 Nos. STUDENTS

WITH 2 No. WARDEN RESIDENCE

GIRLS DORMITORY FOR 48 Nos. STUDENTS

WITH 1 No. WARDEN RESIDENCE

EXTERNAL DEVELOPMENT WORKS

4.0 RAIN WATER HARVESTING - 4 Nos 2,994,342.34 0.00 2,994,342.34

6.0 EXTERNAL WATER SUPPLY WORK 308,190.41 0.00 308,190.41

7.0 EXTERNAL SEWERAGE & DRAINAGE WORK 1,261,181.99 0.00 1,261,181.99

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NBCC INDIA LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY , JNV PALAMU-II, JHARKHAND

GENERAL ABSTRACT OF COST - BOYS DORMITORY WITH WARDEN RESIDENCE

AMOUNT AS PER DSR AMOUNT AS PER

S.NO. DESCRIPTION TOTAL (Rs.)

2023 (RS.) MARKET RATE (RS.)

2.0 INTERNAL PLUMBING WORKS 1,473,598.15 522,109.45 1,995,707.60

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.4 Carriage of excavated rock

2.6 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 for all lift, as

directed by Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation over areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan),

2.7 including disposal of excavated earth, for all leads and lifts, disposed earth to be levelled

and neatly dressed.

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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

etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by cum 495.99 196.00 215.60 106,935.44

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

2.25(a) Excavating, supplying, stacking and filling of local earth (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 foundation trenches, plinth, sides of foundation etc. complete for

2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at

site of work and including watering dressing etc. required for proper completion of work.

2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 80.00 234.75 258.23 20,658.00

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

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.: With Chlorpyriphos/ metre 107.50 53.45 58.80 6,320.46

Lindane E.C. 20% with 1% concentration

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm

interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1

cement : 2 coarse sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 25.20 43.00 47.30 1,191.96

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

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

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources)

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

4.2 Providing and laying in cement concrete in retaining wall ,return walls , walls ( any

thickness ) including attached pilasters , columns , piers,abutments , pillars, posts,struts,

buttresses,string or lacing courses, parapets,coping,bed block ,anchor block,plain

windows 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 : 4 graded stone aggregate 20 mm nominal size) cum 0.69 9895.20 10,884.72 7,510.46

4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for

4.3.1 Foundations, footings, bases for columns Sqm 108.95 392.15 431.37 46,997.22

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :

6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast

40 mm nominal size, well rammed and consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the top smooth.

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

15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal

size derived from natural sources).

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 191.70 392.15 431.37 82,692.67

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 963.22 927.25 1,019.98 982,460.32

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 925.98 736.40 810.04 750,080.84

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 688.25 961.30 1,057.43 727,776.20

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 30.39 764.95 841.45 25,571.51

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 74.55 951.10 1,046.21 77,994.96

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 more. kg 13437.13 107.85 118.64 1,594,113.92

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

position and binding all complete above plinth level.

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 24737.29 107.85 118.64 2,934,708.08

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 0.50 74854.65 82,340.12 41,170.06

5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of

hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for cum 2.10 28212.60 31,033.86 65,171.11

expansion joints.

5.28 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming

to IS: 1838, including cost of primer, sealing depth per sqm 8.08 655.75 721.33 5,828.31

compound Grade-A in expansion joints.

5.30 Add for plaster drip course/ groove in plastered surface or moulding to

R.C.C. projections.

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete

for reinforced cement concrete work; using coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength; including

pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge, for the following grades of

5.33.1 Note: Extra

All works cement

upto plinthup to 10% of the minimum specified cement content

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 135.37 9504.75 10,455.23 1,415,323.81

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 270.75 9860.40 10,846.44 2,936,673.63

5.35 Add for using extra cement in the items of design mix over and above the specified

cement content therein.

5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per

design for expansion joints.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 48.94 7132.25 7,845.48 383,957.55

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S.

(non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Mtr 107.00 59.45 65.40 6,997.27

cement : 4 fine sand).

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125

mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185

(Part 3) 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.

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to

300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to

IS:2185 (Part 3) 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 cum 58.10 8333.65 9,167.02 532,603.57

complete as per direction of Engineer-in-Charge. (The payment of RCC band and

reinforcement shall be made for seperately).

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

8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red

8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in

kitchen platform, vanity counter and similar location in marble/ Granite/ stone work,

including necessary holes for pillar taps etc. including moulding, rubbing and polishing of

cut edges etc. complete.

Derived from Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing

8.18 filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and

jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including grinding with hand

grinder on joints, rubbing and polishing complete. (To be secured to the backing and the

sides by means of cramps and pins which shall be paid for separately).

8.18.1 Granite stone slab all colour except black, cherry/ruby red (slab area above 0.50 sqm)

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622

(thickness to be specified by the manufacturer), of approved make, in all colours, shades

except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in

skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement

: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing

in white cement mixed with pigment of matching shade complete.

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

and 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).

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of required size with necessary screws,

excluding panelling which will be paid for separately, all complete as per direction of

Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)

9.5.1 Second class teak wood

9.12 Extra for providing frosted glass panes 4 mm thick (weight not less than

10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight

not less than 10 kg per sqm) in doors, windows and clerestory window sqm 13.14 176.40 194.04 2,549.69

shutters. (Area of opening for glass panes excluding portion inside rebate

shall be measured).

9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-

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:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 31.42 2392.65 2,631.92 82,694.77

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm

minimum depth on all edges of flush door shutters (over all area of door sqm 29.13 462.35 508.59 14,815.08

shutter to be measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 31.42 106.70 117.37 3,687.77

9.46 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two

chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc.,

wherever necessary complete :

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.

flats, square or round bars etc. including priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 643.66 238.35 262.19 168,758.00

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with

necessary screws etc. complete (Copper oxidised as per IS 1378)

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with

necessary screws etc. complete (Copper oxidised as per IS 1378)

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock

with 6 levers and a pair of lever handles of approved quality with necessary Each 51.00 854.65 940.12 47,945.87

screws etc. complete.

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NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers

of approved quality including necessary screws etc. complete.

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic

coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour

or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 51.00 39.60 43.56 2,221.56

9.114 Providing and fixing magnetic catcher of approved quality in cupboard /

ward robe shutters, including fixing with necessary screws etc. complete.

9.114.2 Double strip (horizontal type) each 8.00 39.70 43.67 349.36

9.127 Providing & Fixing decorative high pressure laminated sheet of plain

/ wood grain in gloss / matt/ suede finish with high density protective

surface layer and reverse side of adhesive bonding quality conforming to

IS : 2046 Type S, including cost of adhesive of approved quality.

9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality &

make with necessary screws etc all complete.

9.168 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other

side balancing lamination factory pressed BWP grade marine ply as per IS 710 of

approved brand including 2 mm thick PVC edge banding tape with hot glue by edge

bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc.

complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto

closing hinges shall be paid separately)

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured

from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock

jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or

base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical

means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock

strikeplate and shock absorbers as specified and applying a coat of approved steel primer

after pre-treatment of the surface as directed by Engineerin- charge:

10.14.2 Profile C

10.14.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for

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

10.25.1 In stringers, treads, landings etc. of staircases, including use of chequered plate wherever

required, all complete

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 446.88 172.60 189.86 84,844.64

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

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.

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding, buffing, polishing and making curvature (wherever

required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless steel dash fasteners , stainless

steel bolts etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-incharge, (for payment purpose only

weight of stainless steel members shall be considered excluding fixing accessories such

as nuts, bolts, fasteners etc.).

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S.

Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both

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

11.20.4 Ordinary cement without any pigment Sqm 26.46 1056.35 1,161.99 30,746.12

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

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

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

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey

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

polishing complete.

11.41A Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and matching pigments etc. The tiles must

be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the

notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet

for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of

approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of

cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/

sqm including grouting the joint with white cement & matching pigments etc. complete.

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 Brown, Cat Eye or

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.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 23.59 3071.05 3,378.16 79,690.68

12.15.1 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm

impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including

cleaning the slab surface with brushes and finally with a piece of cloth Sqm 416.48 166.20 182.82 76,140.87

lightly soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement

: 3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase

12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over

P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : each 6.00 298.25 328.08 1,968.45

3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing

the outlet complete.

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

12.45 Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

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

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

1200 mm centre to centre, one flange fixed to the ceiling with dash

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 20.00 1529.10 1,682.01 33,640.20

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-

7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sqm 436.31 738.65 812.52 354,508.42

Sheet should have protective guard film of 25 microns minimum to avoid scratches during

transportation and should be supplied in single length upto 12 metre or as desired by

Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm

(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240

mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top

coat 15-18 microns using self drilling/ self tapping screws complete :

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true

horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel

sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T"

runner with suitably spaced joints to get required length and of size 24x38 mm made from

0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of

size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between

main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross

"T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of

Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part | and

laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron

metalized polyester on the back side with all edges sealed with the face side PVC film

which goes around and wraps the edges and is bonded to the edges and the back side

metalized polyester film so as to make the tile a completely sealed unit.

13.1 12 mm cement plaster of mix :

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 874.32 518.55 570.41 498,716.50

plaster 1:6 (1 cement : 6 fine sand).

13.16 6 mm cement plaster of mix :

11 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

13.21 Extra for providing and mixing water proofing material in cement per bag of per beg of

plaster work in proportion recommended by the manufacturers. 50kg

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even

13.61.1 Two or more coats on new work sqm 302.00 155.90 171.49 51,789.98

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

colour to give an even shade :

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

of approved brand and manufacture

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre of approved brand and

manufacture, including applying additional coats wherever required to achieve even

shade and colour.

13.80 Providing and applying white cement based putty of average thickness 1 mm, of

approved brand and manufacturer, over the plastered wall surface to prepare the surface sqm 1828.00 156.05 171.66 313,785.34

even and smooth complete.

16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block

of M -30 grade made by block making machine with strong vibratory compaction, of

approved size, design & shape, laid in required colour and pattern over and including sqm 110.62 972.00 1,069.20 118,274.90

50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all

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

16.75 Providing and laying C.C. pavement of mix M-25 with 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

ALUMINIUM WORK:

12 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

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 / panelling, 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

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

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

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

rubber / neoprene gasket required (Fittings shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

13 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JNV PALAMU-II,JHARKHAND

ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate DSR Amount / Market

CODE NO. Unit Quantity Including Cost Amount

Index@10% (in Rs.)

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

per the architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm sqm 139.78 1505.25 1,655.78 231,444.23

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by

providing weather silicon sealant over backer rod of approved quality as per architectural

drawings and direction of Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 872.40 96.75 106.43 92,845.17

21.15 Providing and fixing aluminium casement windows fastener of required length for

aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 178.00 89.40 98.34 17,504.52

WATER PROOFING:

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of

depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing

compound conforming to IS 2645 in recommended proportions including rounding off

junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including rounding off junction of vertical

and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should

be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

NEW TECHNOLOGIES AND MATERIALS

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

plain flush door shutter of required size comprising of virgin polymer of K value 58-60

26.87 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having

minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) &

TOTAL OF SCHEDULE ITEM 26,315,220.77

NON-SCHEDULE ITEM

MR-1 Providing and fixing 8 mm thick plywood on top of RCC beds and in RCC parttion.

Finished as per direction of Engineer-In- Charge. sqm 311.04 1121.00 348,675.84

TOTAL OF NON-SCHEDULE ITEM 348,675.84

14 Digitally signed by PRIYA

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ABSTRACT-BOYS DORMITORY

S.NO DESCRIPTION (DSR-2023 AMOUNT) NON SCHEDULED AMOUNT

1 SANITARY FIXTURE 425,520.48 176,173.20

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 487,356.56 7,973.19

4 RAIN WATER PIPING WORK 74,250.50 0.00

5 SEWERAGE & DRAINAGE 142,945.50 0.00

6 EARTH WORK 6,716.45 0.00

GRAND TOTAL 1,995,707.60

GRAND TOTAL 1,995,707.60

Digitally signed by PRIYA

NBCC (INDIA) LTD

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ESTIMATE:BOYS DORMITORY (PLUMBING ITEMS)

DESCRIPTION OF ITEM ADD COST

DSR -2023 /NS DSR-2023 AMOUNT

UNIT QTY INDEX

ITEM No. RATE (RS.) (RS.)

SANITARY FIXTURE

Providing and fixing water closet squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing

17.1 cistern, including flush pipe, with manually controlleddevice (handle lever)

conforming to IS : 7231, with all fittings and fixtures complete, including cutting

and making good the walls andfloors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral

Providing and fixing white vitreous china pedestal type water closet (European

type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern,

including flush pipe, with manually controlled device (handle lever), conforming to

IS : 7231, with all fittings and fixtures complete, including cutting and making good

the walls and floors wherever required.

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white vitreous china flat back or wall corner type lipped front

urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with

17.4 automatic flushing cistern with standard flush pipe and C.P. brass spreaders with

brass unions and G.I clamps complete, including painting of fittings and brackets,

cutting and making good the walls and floors wherever required

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 4 6,258.75 6,884.63 27,538.50

Providing and fixing stone slab with table rubbed, edges rounded and polished, of

size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the stone in the chase with

8.1 epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and

finished smooth.

8.10.2 Granite Stone of approved shade Each 8 4,051.85 4,457.04 35,656.28

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32

17.7 mm C.P. brass waste of standard pattern, including painting of fittings and

brackets, cutting and making good the wallswherever require:

White Vitreous China Wash basin size 630x450 mm with

a single 15 mm C.P. brass pillar taps

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983

17.10 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and

brackets, cutting and making good the walls wherever required :

17.10.1 Kitchen sink with drain board

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make

17.22A and as per the direction of Engineerin- Each 17 1,034.80 1,138.28 19,350.76

Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make

17.22 B as approved by Engineer in charge.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of

approved quality) complete with 6 mm thick hard board ground fixed to wooden

cleats with C.P. brass screws and washers

17.34 Providing and fixing toilet paper holder :

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and

112 mm distance from wall of standard shape with bracket of the same materials

with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30cm length

18.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

100 mm diameter

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

18.53 approved quality conforming to IS:8931

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of

approved make and quality as per direction of Engineer-in-charge.

SUB TOTAL( SANITARY FIXTURE) 425,520.48

Providing and fixing C.P. brass 2 Way bib cock with wall flange and Health Faucet

ABS body Cleaning System 1 m Long SS Flexible Tube Wall Hook of approved

quality for European WC pan as per direction of Engineer-in-charge.- 15 mm

Providing and fixing C.P. brass sink mixer with pipe swinging spout (wall mounted)

with connecting legs & wall flanges complete in all respect

Providing and fixing ss waste coupling 32 mm dia full thread with 80 mm height

complete in all respect

Providing and fixing soap tumbler holder complete in all respect

Providing and fixing Stainless steel towel rail 600 mm long, complete in all respect

Providing and fixing Stainless steel grating with frame for floor traps or drains

NS-6 and urinal trap of required pattern complete in all respect Each 46 1,089.27 50,106.61

Providing & Fixing of Swing type stainless steel Grab bar , O.D 32 mm , use in

NS-7 disabled toilet complete with brackets suitable for wall installation as per Each 1 9,083.40 9,083.40

approved sample complete in all respect.

Bolt touch-free infrared hand dryer with 1150W rated power & carbon brush

NS-8 motor Material: 304 Stainless Steel Finish: Stainless Steel Finish,complete in all Each 4 10,734.93 42,939.71

SUB TOTAL( NS-SANITARY FIXTURE) 176,173.20

SOIL ,WASTE & VENT PIPES AND FITTINGS

17.35 Providing and fixing soil, waste and vent pipes :

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast

iron/cast iron (spun) pipe embedded in and including cement concrete blocks

17.37 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size),including cost of cutting holes and making good the walls etc. :

Providing and fixing bend of required degree with access door, insertion rubber

17.38 washer 3 mm thick, bolts and nuts complete.

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.39 Providing and fixing plain bend of required degree

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Providing and fixing single equal plain junction of required degree with access

17.43 door, insertion rubber washer 3 mm thick, bolts and nuts complete.

Sand cast iron S&S as per IS - 3989

Providing and fixing single equal plain junction of required degree :

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:159

17.56 Providing and fixing terminal guard :

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

Sand Cast iron S&S as per IS-3989

Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

SS 304 grade coupling with EPDM rubber gasket

SS 304 grade coupling with EPDM rubber gasket

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast

17.59 (spun) iron pipes of diameter :

Providing and fixing trap of self cleansing design with screwed down or hinged

grating with or without vent arm complete, including cost of cutting and making

good the walls and floors :

17.60.1 a) 100 mm inlet and 100 mm outlet

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

b) 100 mm inlet and 75 mm outlet

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

Cutting chases in brick masonry walls for following diameter sand cast iron/

centrifugally cast (spun) iron pipes and making good the same with cement

concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm

nominal size), including necessary plaster and pointing in cement mortar 1:4 (1

cement : 4 coarse sand) :

SUB TOTAL( SOIL, WASTE & VENT PIPES) 487,356.56

NS-9 Providing and fixing End plug/cap complete in all respect Each 15 165.15 2,477.29

Providing and fixing uPVC SCH-80 pipe for waste (Wash basin/Urinal to Floor trap)

NS-10 with fittings complete in all respect

SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 7,973.19

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply, including all CPVC plain & brass threaded

18.7 fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm nominal outer dia Pipes Mtr 20 335.00 368.50 7,370.00

18.7.3 25 mm nominal outer dia Pipes Mtr 32 401.55 441.71 14,134.56

18.7.4 32 mm nominal outer dia Pipes Mtr 34 518.75 570.63 19,401.25

18.7.5 40 mm nominal outer dia Pipes Mtr 26 702.95 773.25 20,104.37

18.7.6 50 mm nominal outer dia Pipes Mtr 10 934.15 1,027.57 10,275.65

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with clampsat 1.00 m

18.8 spacing. This includes jointing of pipes & fittings with onestep CPVC solvent

cement and the cost of cutting chases and making good the same including testing

of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Mtr 24 497.80 547.58 13,141.92

18.8.2 20 mm nominal outer dia Pipes Mtr 72 537.60 591.36 42,577.92

18.8.3 25 mm nominal outer dia Pipes Mtr 52 627.25 689.98 35,878.70

18.8.4 32 mm nominal outer dia Pipes Mtr 20 739.30 813.23 16,264.60

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting

18.10 and making good the walls etc.

Internal work-Exposed on wall

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

18.17 quality (screwed end) :

Providing and fixing gun metal non- return valve of approved quality

18.19 (screwed end) :

32 mm nominal bore

18.19.3 40 mm nominal bore

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of

18.40 approved quality

32 mm diameter pipe

40 mm diameter pipe

Providing and placing on terrace (at all floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but without fittings and the

base support for tank

SUB TOTAL( WATER SUPPLY) 336,808.67

NON SCHEDULED ( WATER SUPPLY )

Providing & Fixing Stainless Steel Water Cooler Size L ,Number of faucets-

2,Cooling Capacity - 40 L/h ,Storage capacity-80 L ,Refrigerant - R-134a eco

friendly (Non CFC) USP- #High-quality stainless steel tank and components for safe

drinking water # Reliable reciprocating compressor for longer product life

NS-11 #Accessories: Water inlet hosepipe and overflow pipes provided with the unit Each 4 60,268.36 241,073.44

#Specially designed float valves made of food-grade plastic #Adjustable pedestals

made of highly non-corrosive and strong material including Water Purifier (RO)

of 25 ltr/hour with minimum tank capacity of 6 ltr.

Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50

Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all

SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 337,963.05

RAIN WATER PIPING

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm

12.44 diameter and weighing not less than 440 grams. Each 12 54.70 60.17 722.04

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

12.41 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS

: 5382, leaving 10 mm gap for thermal Expansion,(i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories

for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for

thermal expansion.

12.42.1 Coupler

12.42.2 Single push fit Coupler

12.42.3 Single tee with door

12.42.6 Shoe (Plain)

Providing and fixing unplastisized PVC pipe clip approved design to unplastisized

PVC rain water pipes by meanes of 50x50x50 mm hard wood plugs,screwed with

M.S screws of required length,including cutting brick and fixing in cement morter

1:4(1 cement:4 coarse sand) and making good the wall etc complete.

SUB TOTAL( RAIN WATER PIPING) 74,250.50

SEWERAGE & DRAINAGE

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300 x300

19.4 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be

not less than 2.70kg as per standard design:

19.4.1 100x100mm size 'P' type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4

coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12

19.7 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating

coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a

floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty)

455x610 mm internal dimensions,total weight of cover and frame to be not less

than 38 kg(weight of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing orange colour safety foot rest of minimum 6 mm thickplastic

encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786,

having minimum cross section as 23 mmx25mm and over all minimum length 263

mm and width as 165 mm with minimum 112 mm space between protruded legs

having 2 mm treadon top surface by ribbing or chequering besides necessary and

adequate anchoring projections on tail length on 138 mm as per standard drawing

and suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in

19.27 cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast

R.C.C. horizontal grating with frame complete as per standard design :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

SUB TOTAL( SEWERAGE & DRAINAGE) 142,945.50

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

2.6 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.

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

2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 3 196.00 215.60 707.39

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

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

for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m,

including getting out the excavated soil, and thenreturning the soil as required, in

layers not exceeding 20 cm in depth,including consolidating each deposited layer

by ramming, watering,etc. and disposing of surplus excavated soil as directed,

within a leadof 50 m :

All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 10 352.15 387.37 3,873.65

SUB TOTAL( EARTH WORK)

NBCC INDIA LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV

PALAMU-II, JHARKHAND

GENERAL ABSTRACT OF COST - GIRLS DORMITORY WITH WARDEN RESIDENCE

AMOUNT AS PER DSR AMOUNT AS PER

S.NO. DESCRIPTION TOTAL (Rs.)

2023 (RS.) MARKET RATE (RS.)

2.0 INTERNAL PLUMBING WORKS 871,537.55 292,118.74 1,163,656.29

Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.4 Carriage of excavated rock

2.6 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 for all lift, as directed by Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation over

areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan), including disposal of excavated

earth, for all leads and lifts, disposed earth to be levelled and neatly dressed.

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and

ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus

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

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

not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to cum 364.05 196.00 215.60 78,489.18

50 m and lift upto 1.5 m.

2.25(a) Excavating, supplying, stacking and filling of local earth (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 cum 208.20 700.50 770.55 160,428.51

foundation trenches, plinth, sides of foundation etc. complete for all lift.

2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at site of work and

including watering dressing etc. required for proper completion of work.

2.28 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm

deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil

2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 84.00 234.75 258.23 21,690.90

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment:

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.: With Chlorpyriphos/ Lindane E.C. 20% with 1% metre 127.48 53.45 58.80 7,495.19

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval

including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse

sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 12.60 43.00 47.30 595.98

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

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

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40

mm nominal size derived from natural sources)

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40

mm nominal size derived from natural sources)

4.2 Providing and laying in cement concrete in retaining wall ,return walls , walls ( any thickness ) including

attached pilasters , columns , piers,abutments , pillars, posts,struts, buttresses,string or lacing courses,

parapets,coping,bed block ,anchor block,plain windows 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 : 4 graded stone aggregate 20 mm nominal size) cum 0.62 9895.20 10,884.72 6,748.53

4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for

4.3.1 Foundations, footings, bases for columns Sqm 78.37 392.15 431.37 33,806.08

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size,

well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling &

dressing & finishing the top smooth.

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

balconies, shelves, chaijjas, 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 cum 15.15 11505.50 12,656.05 191,739.16

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

aggregate 20 mm nominal size derived from natural sources).

5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 133.72 392.15 431.37 57,682.13

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. sqm 86.40 842.50 926.75 80,071.20

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 656.00 927.25 1,019.98 669,103.60

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 675.46 736.40 810.04 547,149.62

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 492.44 961.30 1,057.43 520,720.83

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 26.54 764.95 841.45 22,331.95

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 35.10 951.10 1,046.21 36,721.97

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 more. kg 8852.71 107.85 118.64 1,050,241.25

5.22 A 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 more. kg 17612.20 107.85 118.64 2,089,423.35

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 2.24 74854.65 82,340.12 184,441.86

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of

hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for cum 4.75 28212.60 31,033.86 147,410.84

expansion joints.

5.28 Providing and filling in position bitumen mix filler of proportion 80 kg. of

hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for sqm 18.24 655.75 721.33 13,156.97

expansion joints.

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 259.00 78.40 86.24 22,336.16

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions

as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-

in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% of the specified minimum

cement content, the contractor shall have discretion to either re-design the mix or bear the

cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 90.72 9504.75 10,455.23 948,498.01

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 177.92 9860.40 10,846.44 1,929,792.10

5.35 Add for using extra cement in the items of design mix over and above the specified cement content

5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for

expansion joints.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 26.95 7132.25 7,845.48 211,435.55

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with

Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) 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. cum 18.57 10,195.45 11,215.00 208,262.46

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ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick

with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super

structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved cum 50.01 8,333.65 9,167.02 458,442.42

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).

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

8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red

8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform,

vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar Each 12.00 978.70 1,076.57 12,918.84

taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Derived Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled with a

from 8.18 grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2

(1 cement : 2 stone dust), including grinding with hand grinder on joints, rubbing and polishing complete.

(To be secured to the backing and the sides by means of cramps and pins which shall be paid for

8.18.1 Granite stone slab all colour except black, cherry/ruby red (slab area above 0.50 sqm)

8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be

specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green,

black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm sqm 12.00 1267.95 1,394.75 16,736.94

thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg

per sqm, including pointing in white cement mixed with pigment of matching shade complete.

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

and 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).

9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory

windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will

be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and

necessary screws shall be paid separately)

9.5.1 Second class teak wood

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-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:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 38.73 2392.65 2,631.92 101,934.07

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 38.73 106.70 117.37 4,545.74

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 446.26 238.35 262.19 117,002.68

9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,

nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 each 264.00 228.85 251.74 66,458.04

coarse sand : 6 graded stone aggregate 20mm nominal size).

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete

(Copper oxidised as per IS 1378)

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary

screws etc. complete (Copper oxidised as per IS 1378)

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws

etc. complete (Copper oxidised as per IS 1378)

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever

handles of approved quality with necessary screws etc. complete. Each 41.00 854.65 940.12 38,544.72

9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved

quality including necessary screws etc. complete.

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less

than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with necessary

screws etc. complete:

9.101.1 Single rubber stopper Each 41.00 39.60 43.56 1,785.96

9.114 Providing and fixing magnetic catcher of approved quality in cupboard /

ward robe shutters, including fixing with necessary screws etc. complete.

9.114.2 Double strip (horizontal type) each 4.00 39.70 43.67 174.68

9.127 Providing & Fixing decorative high pressure laminated sheet of plain

/ wood grain in gloss / matt/ suede finish with high density protective

surface layer and reverse side of adhesive bonding quality conforming to

IS : 2046 Type S, including cost of adhesive of approved quality.

9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with

necessary screws etc all complete.

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ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

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Rounded Market Rate

Index@10% (in Rs.)

9.168 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing

lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick

PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded

hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and

closing hinges shall be paid separately)

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial

mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle

threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded

or rigidly fixed together by mechanical means, including

M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as

specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by

Engineerin- charge:

10.14.2 Profile C

10.14.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) metre 20.40 598.85 658.74 13,438.19

10.14.3 Profile E

10.14.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) metre 56.06 627.30 690.03 38,683.08

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 use of chequered plate wherever required, all

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 189.00 172.60 189.86 35,883.54

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.

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc.,

including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the

same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary

accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of kg 271.00 772.40 849.64 230,252.44

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.).

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm

and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides sqm 63.73 1133.55 1,246.91 79,465.26

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

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

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

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DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

11.20.4 Ordinary cement without any pigment Sqm 12.60 1056.35 1,161.99 14,641.01

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

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base

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

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick

cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to sqm 50.00 2354.70 2,590.17 129,508.50

match the shade of the slabs, including rubbing and polishing complete.

11.41A Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse

sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles

will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber

mallet for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with

water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours &

shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with

white cement & matching pigments etc. complete.

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 Brown, Cat Eye or equivalent. Sqm 143.00 3186.70 3,505.37 501,267.91

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-

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 17.29 3071.05 3,378.16 58,408.30

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

12.15.1 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm

impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including

cleaning the slab surface with brushes and finally with a piece of cloth Sqm 278.25 166.20 182.82 50,869.67

lightly soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10

mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

12.21.1 In 75x75 mm deep chase

12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,

rounding the edges and making and finishing the outlet complete.

12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm

(both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick

with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers

of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger

fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to

centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm

each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to

G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 15.00 1529.10 1,682.01 25,230.15

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as

approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120

grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns Sqm 295.86 738.65 812.52 240,390.69

minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre

or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of

size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces,

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total

coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns

epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self

tapping screws complete :

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DSR-2023 Rate DSR Amount / Market

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Rounded Market Rate

Index@10% (in Rs.)

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level,

suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required

length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to

center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced

between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T"

of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum

plasterboard, manufactured from natural gypsum as per IS 2095 part | and laminated with white 0.16

mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side

with all edges sealed with the face side PVC film which goes around and wraps the edges and is

bonded to the edges and the back side metalized polyester film so as to make the tile a completely

13.1 12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height from ground level):

13.1.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 747.00 333.35 366.69 273,913.70

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 759.67 518.55 570.41 433,319.57

plaster 1:6 (1 cement : 6 fine sand).

13.17 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before plastering in cement

mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in 1.25 FM)

13.21 Extra for providing and mixing water proofing material in cement per bag of per beg of

plaster work in proportion recommended by the manufacturers. 50kg

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior

primer applied @ 0.90 litre/10 sqm)

13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

13.61.1 Two or more coats on new work sqm 88.75 155.90 171.49 15,219.74

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

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

brand and manufacture

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying

additional coats wherever required to achieve even shade and colour.

13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

30 Digitally signed by PRIYA

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade

made by block making machine with strong vibratory compaction, of approved size, design & shape,

laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling

the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

16.75 Providing and laying C.C. pavement of mix M-25 with 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 cum 2.16 9823.80 10,806.18 23,341.35

directions of Engineer-in-charge. (The panel shuttering work shall be

paid for separately).

ALUMINIUM(Note:-

WORK: Cement content considered in this item is @ 330 kg/cum. Excess/

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 / panelling, 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

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum

anodic coating of grade AC 15)

21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making

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

required (Fittings shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum

anodic coating of grade AC 15)

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

per the architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm sqm 98.18 1505.25 1,655.78 162,563.99

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather

silicon sealant over backer rod of approved quality as per architectural drawings and direction of

Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 567.48 96.75 106.43 60,394.06

21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows

with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 120.00 89.40 98.34 11,800.80

WATER PROOFING:

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions

of W.C., kitchen and the like consisting of:

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY WITH WARDEN RESIDENCE , JNV PALAMU-II, JHARKHAND

ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)

DSR-2023 Rate DSR Amount / Market

CODE NO. Quantity DSR-2023 Rate/

DESCRIPTION Unit Including Cost Amount

Rounded Market Rate

Index@10% (in Rs.)

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming

to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing

compound in recommended proportion including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm

wide and pasted to each other with bitumen @ 1.7 kg/sqm).

NEW TECHNOLOGIES AND MATERIALS

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush

door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium

26.87 carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum

compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of

TOTAL OF SCHEDULE ITEM 18,424,486.91

NON-SCHEDULE ITEM

MR-1 Providing and fixing 8 mm thick plywood on top of RCC beds and in RCC parttion. Finished as per

direction of Engineer-In- Charge. sqm 118.58 1121.00 132,928.18

TOTAL OF NON-SCHEDULE ITEM 132,928.18

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.4 Carriage of excavated rock

2.6 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 for all lift, as directed by

Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation over areas (exceeding 30cm in depth ,1.5 m in width or 10 sqm on plan),

2.7 including disposal of excavated earth, for all leads and lifts, disposed earth to be levelled

and neatly dressed.

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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

etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming cum 45.80 196.00 215.60 9,874.48

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

2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical

transport upto a lead of 5km also including ramming and watering of the earth in layers not cum 39.30 700.50 770.55 30,282.62

exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at

site of work and including watering dressing etc. required for proper completion of work.

2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 34.00 234.75 258.23 8,779.65

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

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.: With Chlorpyriphos/ metre 43.37 53.45 58.80 2,549.94

Lindane E.C. 20% with 1% concentration

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm

interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1

cement : 2 coarse sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 12.60 43.00 47.30 595.98

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

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-lll) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for

4.3.1 Foundations, footings, bases for columns Sqm 18.78 392.15 431.37 8,101.03

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :

6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast

40 mm nominal size, well rammed and consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the top smooth.

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

15° landings, balconies, shelves, chaijjas, 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-lll)

derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived

from natural sources).

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 20.55 392.15 431.37 8,864.55

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 88.11 927.25 1,019.98 89,870.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 79.56 736.40 810.04 64,446.78

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 74.78 961.30 1,057.43 79,074.62

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 8.83 951.10 1,046.21 9,238.03

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 more. kg 956.59 107.85 118.64 113,485.05

5.22 A 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 more. kg 2015.16 107.85 118.64 239,068.51

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 60.00 78.40 86.24 5,174.40

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete

for reinforced cement concrete work; using coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength; including

pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-

charge, for the following grades of concrete.:

5.33.1 All works upto plinth level

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 11.98 9,504.75 10,455.23 125,253.60

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 18.20 9,860.40 10,846.44 197,405.21

5.35 Add for using extra cement in the items of design mix over and above the specified

cement content therein.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 4.59 7,132.25 7,845.48 36,010.73

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S.

(non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Mtr 43.00 59.45 65.40 2,811.99

cement : 4 fine sand).

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm

thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part

3) 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.

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to

300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to

IS:2185 (Part 3) 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).

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

8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red

8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen

platform, vanity counter and similar location in marble/ Granite/ stone work, including

necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges

Derived from Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing

8.18 filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and

jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including grinding with hand

grinder on joints, rubbing and polishing complete. (To be secured to the backing and the

sides by means of cramps and pins which shall be paid for separately).

8.18.1 Granite stone slab all colour except black, cherry/ruby red (slab area above 0.50 sqm)

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

9.1 Providing wood work in frames of doors, windows, clerestory windows and 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).

9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory windows (Area of opening for panel inserts

excluding portion inside grooves or rebates to be measured). Panelling for panelled or

panelled and glazed shutters 25 mm to 40 mm thick.

9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide

aperture with matching wood beading

9.20 Providing and fixing ISI marked flush door shutters conforming to IS :

2202 (Part |) decorative type, core of block board construction with

frame of 1st class hard wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 7.33 3,473.85 3,821.24 28,009.65

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats,

square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 84.53 238.35 262.19 22,162.50

9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and embedding in cement concrete block

30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with

necessary screws etc. complete (Copper oxidised as per IS 1378)

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with

necessary screws etc. complete (Copper oxidised as per IS 1378)

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock

with 6 levers and a pair of lever handles of approved quality with necessary Each 5.00 854.65 940.12 4,700.58

screws etc. complete.

9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers

of approved quality including necessary screws etc. complete.

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic

coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour

or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 5.00 39.60 43.56 217.80

9.114 Providing and fixing magnetic catcher of approved quality in cupboard /

ward robe shutters, including fixing with necessary screws etc. complete.

9.114.2 Double strip (horizontal type) each 4.00 39.70 43.67 174.68

9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall

thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners

and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the

vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, metre 10.10 492.70 541.97 5,473.90

EPDM rubber gasket weather seal to be provided through out the frame. The door frame

to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per

manufacturer’s specification and direction of Engineerin- Charge.

9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality &

make with necessary screws etc all complete.

9.168 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side

balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved

brand including 2 mm thick PVC edge banding tape with hot glue by edge bending

machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per

direction of Engineer-in-charge. (Payment of providing and fixing auto

closing hinges shall be paid separately)

9.169 Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP

grade marine ply as per IS : 710 of approved brand boxes, shelves, racks, almirah,

cupboard and drawer etc. including necessary nails,screws etc. complete as per direction

of Engineer-incharge.

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from

commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb,

bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties

of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,

M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock

absorbers as specified and applying a coat of approved steel primer after pre-treatment of

the surface as directed by Engineerin- charge:

10.14.2 Profile C

10.14.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for

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

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 34.56 172.60 189.86 6,561.56

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

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.

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding, buffing, polishing and making curvature (wherever

required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless steel dash fasteners , stainless

steel bolts etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-incharge, (for payment purpose only

weight of stainless steel members shall be considered excluding fixing accessories such

as nuts, bolts, fasteners etc.).

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S.

Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both

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

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

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

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement

slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing

11.41A Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and matching pigments etc. The tiles must

be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the

notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet

for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of

approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of

cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/

sqm including grouting the joint with white cement & matching pigments etc. complete.

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SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

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 Brown, Cat Eye or equivalent. Sqm 7.00 3,186.70 3,505.37 24,537.59

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.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 4.00 3,071.05 3,378.16 13,512.62

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement :

3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase

12.15.1 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm

impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including

cleaning the slab surface with brushes and finally with a piece of cloth sqm 92.52 166.20 182.82 16,914.51

lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade

12.45 Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

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

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

1200 mm centre to centre, one flange fixed to the ceiling with dash

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 1.00 1,529.10 1,682.01 1,682.01

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.

Sheet should have protective guard film of 25 microns minimum to avoid scratches during Sqm 96.92 738.65 812.52 78,748.95

transportation and should be supplied in single length upto 12 metre or as desired by

Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters and trusses

Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05

%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-

18 microns using self drilling/ self tapping screws complete :

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true

horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel

sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T"

runner with suitably spaced joints to get required length and of size 24x38 mm made from

0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size

24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main

"T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of

Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and

laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron

metalized polyester on the back side with all edges sealed with the face side PVC film

which goes around and wraps the edges and is bonded to the edges and the back side

metalized polyester film so as to make the tile a completely sealed unit.

13.1 12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height from

13.1.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 130.00 333.35 366.69 47,669.05

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 109.76 518.55 570.41 62,607.65

plaster 1:6 (1 cement : 6 fine sand).

13.17 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before plastering in

cement mortar of mix 1:3 (1 cement : 3 fine sand ) (Not less than in 1.25 FM)

13.21 Extra for providing and mixing water proofing material in cement per bag of

plaster work in proportion recommended by the manufacturers.

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even

13.61.1 Two or more coats on new work sqm 40.00 155.90 171.49 6,859.60

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

to give an even shade :

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

approved brand and manufacture

Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre of approved brand and

manufacture, including applying additional coats wherever required to achieve even shade

13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved

brand and manufacturer, over the plastered wall surface to prepare the surface even and sqm 176.00 156.05 171.66 30,211.28

smooth complete.

ALUMINIUM WORK:

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 / panelling, 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

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

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

and making provision for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

per the architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm sqm 14.92 1,505.25 1,655.78 24,704.16

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by

providing weather silicon sealant over backer rod of approved quality as per architectural

drawings and direction of Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 99.88 96.75 106.43 10,629.73

21.15 Providing and fixing aluminium casement windows fastener of required length for

aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 20.00 89.40 98.34 1,966.80

WATER PROOFING:

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of

depressed portions of W.C., kitchen and the like consisting of:

Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

ESTIMATE- GUEST HOUSE (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate DSR Amount / Market

CODE NO. DESCRIPTION Unit Qauntity Including Cost Amount

Index@10% (in Rs.)

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound

conforming to IS 2645 in recommended proportions including rounding off junction of

vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including rounding off junction of vertical

and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be

100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

NEW TECHNOLOGIES AND MATERIALS

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

plain flush door shutter of required size comprising of virgin polymer of K value 58-60

(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat

26.87 husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),

minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and

resistance to spread of flame of Class A category with property of being termite/borer

proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of

TOTAL OF SCHEDULE ITEM 2,373,648.92

NON-SCHEDULE ITEM

MR-1 Glavalume roofing sheet sqm 0.00 0.00

TOTAL OF NON-SCHEDULE ITEM 0.00

Digitally signed by PRIYA

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ABSTRACT-GIRLS DORMITORY

S.NO DESCRIPTION (DSR-2023 AMOUNT) NON SCHEDULED AMOUNT

1 SANITARY FIXTURE 248,667.98 119,148.53

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 249,215.51 3,988.68

4 RAIN WATER PIPING WORK 54,311.95 0.00

5 SEWERAGE & DRAINAGE 111,370.77 0.00

6 EARTH WORK 5,941.72 0.00

TOTAL AMOUNT 871,537.55 292,118.74

TOTAL AMOUNT 871,537.55 292,118.74

GRAND TOTAL 1,163,656.29

GRAND TOTAL 1,163,656.29

Digitally signed by PRIYA

NBCC (INDIA) LTD

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ESTIMATE:GIRLS DORMITORY (PLUMBING ITEMS)

DSR -2023 /NS DESCRIPTION OF ITEM ADD COST

DSR-2023 RATE AMOUNT

ITEM No. UNIT QTY INDEX

SANITARY FIXTURE

17.1 Providing and fixing water closet squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C.

flushing cistern, including flush pipe, with manually controlleddevice (handle

lever) conforming to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls andfloors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440 mm with integral type foot rests Each 4 6,767.40 7,444.14 29,776.56

17.2 Providing and fixing white vitreous china pedestal type water closet (European

type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern,

including flush pipe, with manually controlled device (handle lever), conforming

to IS : 7231, with all fittings and fixtures complete, including cutting and making

good the walls and floors wherever required.

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 7 6,515.55 7,167.11 50,169.74

17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32

mm C.P. brass waste of standard pattern, including painting of fittings and

brackets, cutting and making good the wallswherever require:

17.7.2 White Vitreous China Wash basin size 630x450 mm with

a single 15 mm C.P. brass pillar taps Each 10 2,226.35 2,448.99 24,489.85

17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983

with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and

brackets, cutting and making good the walls wherever required :

17.10.1 Kitchen sink with drain board

17.22A Providing and fixing CP Brass 32mm size Bottle Trap of

approved quality & make and as per the direction of Engineerin- Each 10 1,034.80 1,138.28 11,382.80

17.22 B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make

as approved by Engineer in charge.

a) 15 mm nominal dia

17.31 Providing and fixing 600x450 mm beveled edge mirror of superior

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

ground fixed to wooden cleats with C.P. brass screws and washers

17.34 Providing and fixing toilet paper holder :

17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and

112 mm distance from wall of standard shape with bracket of the same materials

with snap fittings of approved quality and colour, weighing not less than 105 gms.

18.21 Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30cm length

18.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

18.22.1 100 mm diameter

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931

18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of

approved make and quality as per direction of Engineer-in-charge. Each 13 74.80 82.28 1,069.64

SUB TOTAL( SANITARY FIXTURE) 248,667.98

Providing and fixing C.P. brass 2 Way bib cock with wall flange and Health Faucet

ABS body Cleaning System 1 m Long SS Flexible Tube Wall Hook of approved

NS-1 quality for European WC pan as per direction of Engineer-in-charge.- 15 mm Each 7 2,725.02 19,075.14

Providing and fixing C.P. brass sink mixer with pipe swinging spout (wall mounted)

NS-2 with connecting legs & wall flanges complete in all respect Each 1 4,018.72 4,018.72

Providing and fixing ss waste coupling 32 mm dia full thread with 80 mm height

complete in all respect

Providing and fixing soap tumbler holder complete in all respect

Providing and fixing Stainless steel towel rail 600 mm long, complete in all respect

Providing and fixing Stainless steel grating with frame for floor traps or drains

NS-6 and urinal trap of required pattern complete in all respect Each 25 1,089.27 27,231.85

Providing & Fixing of Swing type stainless steel Grab bar , O.D 32 mm , use in

NS-7 disabled toilet complete with brackets suitable for wall installation as per Each 1 9,083.40 9,083.40

approved sample complete in all respect.

Bolt touch-free infrared hand dryer with 1150W rated power & carbon brush

NS-8 motor Material: 304 Stainless Steel Finish: Stainless Steel Finish,complete in all Each 2 10,734.93 21,469.86

Providing and fixing Incinerator size (530X250X250 MM) complete in all respect

SUB TOTAL( NS-SANITARY FIXTURE) 119,148.53

SOIL ,WASTE & VENT PIPES AND FITTINGS

17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast

iron/cast iron (spun) pipe embedded in and including cement concrete blocks

10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size), including cost of cutting holes and making good the walls etc. :

17.38 Providing and fixing bend of required degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts complete.

17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.39 Providing and fixing plain bend of required degree

17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.39.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.43 Providing and fixing single equal plain junction of required degree with access

door, insertion rubber washer 3 mm thick, bolts and nuts complete.

17.43.1.2 Sand cast iron S&S as per IS - 3989

17.44 Providing and fixing single equal plain junction of required degree :

17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:159

17.56 Providing and fixing terminal guard :

17.56.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 3 404.75 445.23 1,335.68

17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

17.57A.1 100 mm dia

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 36 432.05 475.26 17,267.60

17.57A.2 75mm dia

17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket

17.59 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast

(spun) iron pipes of diameter :

17.60 Providing and fixing trap of self cleansing design with screwed down or hinged

grating with or without vent arm complete, including cost of cutting and making

good the walls and floors :

17.60.1 a) 100 mm inlet and 100 mm outlet

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.60.2 b) 100 mm inlet and 75 mm outlet

17.60.2.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/

centrifugally cast (spun) iron pipes and making good the same with cement

concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm

nominal size), including necessary plaster and pointing in cement mortar 1:4 (1

cement : 4 coarse sand) :

SUB TOTAL( SOIL, WASTE & VENT PIPES) 249,215.51

NS-10 Providing and fixing End plug/cap complete in all respect Each 6 165.15 990.92

NS-11 Providing and fixing uPVC SCH-80 pipe for waste (Wash basin to Floor trap) with

fittings complete in all respect

SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 3,988.68

18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00

m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints complete

as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm nominal outer dia Pipes Mtr 14 335.00 368.50 5,159.00

18.7.3 25 mm nominal outer dia Pipes Mtr 21 401.55 441.71 9,275.81

18.7.4 32 mm nominal outer dia Pipes Mtr 26 518.75 570.63 14,836.25

18.7.5 40 mm nominal outer dia Pipes Mtr 22 702.95 773.25 17,011.39

18.7.6 50 mm nominal outer dia Pipes Mtr 8 934.15 1,027.57 8,220.52

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with clampsat 1.00 m

spacing. This includes jointing of pipes & fittings with onestep CPVC solvent

cement and the cost of cutting chases and making good the same including

testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Mtr 13 497.80 547.58 7,118.54

18.8.2 20 mm nominal outer dia Pipes Mtr 34 537.60 591.36 20,106.24

18.8.3 25 mm nominal outer dia Pipes Mtr 30 627.25 689.98 20,699.25

18.8.4 32 mm nominal outer dia Pipes Mtr 8 739.30 813.23 6,505.84

18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting

and making good the walls etc.

Internal work-Exposed on wall

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

quality (screwed end) :

18.19 Providing and fixing gun metal non- return valve of approved quality

(screwed end) :

18.19.2 32 mm nominal bore

18.19.3 40 mm nominal bore

18.19.4 50 mm nominal bore

18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of

approved quality

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but without fittings and the

base support for tank

SUB TOTAL( WATER SUPPLY) 202,029.63

NON SCHEDULED ( WATER SUPPLY )

NS-12 Providing & Fixing Stainless Steel Water Cooler Size L ,Number of faucets-

2,Cooling Capacity - 40 L/h ,Storage capacity-80 L ,Refrigerant - R-134a eco

friendly (Non CFC) USP- #High-quality stainless steel tank and components for

safe drinking water # Reliable reciprocating compressor for longer product life

#Accessories: Water inlet hosepipe and overflow pipes provided with the unit

#Specially designed float valves made of food-grade plastic #Adjustable pedestals

made of highly non-corrosive and strong material including Water Purifier (RO)

of 25 ltr/hour with minimum tank capacity of 6 ltr.

Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50

NS-13 Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all

SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 168,981.53

RAIN WATER PIPING

12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams. Each 10 54.70 60.17 601.70

12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS

: 5382, leaving 10 mm gap for thermal Expansion,(i) Single socketed pipes.

12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories

for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for

thermal expansion.

12.42.1 Coupler

12.42.2 Single push fit Coupler

12.42.3 Single tee with door

12.42.6 Shoe (Plain)

12.43 Providing and fixing unplastisized PVC pipe clip approved design to unplastisized

PVC rain water pipes by meanes of 50x50x50 mm hard wood plugs,screwed with

M.S screws of required length,including cutting brick and fixing in cement morter

1:4(1 cement:4 coarse sand) and making good the wall etc complete.

SUB TOTAL( RAIN WATER PIPING) 54,311.95

SEWERAGE & DRAINAGE

19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water tight

C.I. cover with frame of 300 x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per

standard design:

19.4.1 100x100mm size 'P' type

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

bricks of class designation 7.5

19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement

and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty)

455x610 mm internal dimensions,total weight of cover and frame to be not less

than 38 kg(weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3 12,770.55 14,047.61 42,142.82

19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic

encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786,

having minimum cross section as 23 mmx25mm and over all minimum length 263

mm and width as 165 mm withminimum 112 mm space between protruded legs

having 2 mm treadon top surface by ribbing or chequering besides necessary

andadequate anchoring projections on tail length on 138 mm as perstandard

drawing and suitable to with stand the bend test and chemical resistance test as Each 9 553.70 609.07 5,481.63

per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

nominal size) complete as per design.

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in

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

500x450 mm pre-cast R.C.C. horizontal grating with frame complete

as per standard design :

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

designation 7.5

SUB TOTAL( SEWERAGE & DRAINAGE) 111,370.77

2.6 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.

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 3 196.00 215.60 707.39

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

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

for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m,

including getting out the excavated soil, and thenreturning the soil as required, in

layers not exceeding 20 cm in depth,including consolidating each deposited layer

by ramming, watering,etc. and disposing of surplus excavated soil as directed,

within a leadof 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 8 352.15 387.37 3,098.92

SUB TOTAL( EARTH WORK)

NBCC INDIA LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GUEST HOUSE AT JNV PALAMU, JHARKHAND

GENERAL ABSTRACT OF COST - GUEST HOUSE

AMOUNT AS PER DSR AMOUNT AS PER

S.NO. DESCRIPTION TOTAL (Rs.)

2023 (RS.) MARKET RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 2,373,648.92 0.00 2,373,648.92

2.0 INTERNAL PLUMBING WORKS 228,476.57 59,337.81 287,814.38

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ESTIMATE - TYPE II (CIVIL ITEMS)

DSR 2023 Unit Quantity DSR-2023 Rate DSR Amount /

CODE NO. DSR-2023 Rate/

DESCRIPTION Including Cost Market Amount

Index@10% (in Rs.)

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.4 Carriage of excavated rock

2.6 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 for all lift, as directed by Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in

foundation over areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan), including

2.7 disposal of excavated earth, for all leads and lifts, disposed earth to be levelled and neatly

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil

and disposal of surplus excavated soil as directed, within a lead of 50 m.

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

layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and cum 176.93 196.00 215.60 38,146.11

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

2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical

transport upto a lead of 5km also including ramming and watering of the earth in layers not cum 115.00 700.50 770.55 88,613.25

exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at site of

work and including watering dressing etc. required for proper completion of work.

2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 94.00 234.75 258.23 24,273.15

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment:

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.: With Chlorpyriphos/ Lindane E.C. 20% metre 67.13 53.45 58.80 3,946.91

with 1% concentration

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval

including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2

coarse sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 89.96 43.00 47.30 4,255.11

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-lll) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

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4.3 Centering and shuttering including strutting, propping etc. and removal of form work for

4.3.1 Foundations, footings, bases for columns Sqm 39.03 392.15 431.37 16,836.18

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine sand, including necessary

excavation, levelling & dressing & finishing the top smooth.

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

landings, balconies, shelves, chaijjas, 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 cum 24.41 11505.50 12,656.05 308,934.18

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

: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 78.00 392.15 431.37 33,646.47

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 350.00 927.25 1,019.98 356,991.25

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 469.00 736.40 810.04 379,908.76

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 423.00 961.30 1,057.43 447,292.89

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 31.01 764.95 841.45 26,093.21

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 37.99 951.10 1,046.21 39,745.52

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 more. kg 4487.00 107.85 118.64 532,315.25

5.22 A 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 more. kg 13078.53 107.85 118.64 1,551,571.41

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 648.00 78.40 86.24 55,883.52

5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage

for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. In case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 54.00 9504.75 10,455.23 564,582.15

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 112.91 9860.40 10,846.44 1,224,671.54

5.35 Add for using extra cement in the items of design mix over and above the specified cement

content therein.

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ESTIMATE - TYPE II (CIVIL ITEMS)

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5.45 7132.25 7,845.48 42,757.84

6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in superstructure above plinth level up to floor

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 171.55 1150.50 1,265.55 217,105.10

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 Mtr 134.00 59.45 65.40 8,762.93

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick

with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) 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.

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300

mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3)

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

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 of edges to give high gloss

finish etc. complete

8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red

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.

8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen

platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary Each 7.00 978.70 1,076.57 7,535.99

holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Derived Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled

from 8.18 with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with

Cement mortar 1:2 (1 cement : 2 stone dust), including grinding with hand grinder on joints,

rubbing and polishing complete. (To be secured to the backing and the sides by means of

cramps and pins which shall be paid for separately).

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8.18.1 Granite stone slab all colour except black, cherry/ruby red (slab area above 0.50 sqm)

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

and 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).

9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding

portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed

shutters 25 mm to 40 mm thick.

9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture

with matching wood beading

9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |) decorative

type, core of block board construction with frame of 1st class hard wood and well matched teak 3

ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 64.22 3,473.85 3,821.24 245,399.71

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges

of flush door shutters (over all area of door shutter to be measured).

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats,

square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 268.62 238.35 262.19 70,428.13

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary

screws etc. complete (Copper oxidised as per IS 1378)

9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary

screws etc. complete (Copper oxidised as per IS 1378)

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock

with 6 levers and a pair of lever handles of approved quality with necessary Each 43.00 854.65 940.12 40,424.95

screws etc. complete.

9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers of

approved quality including necessary screws etc. complete.

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating

not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with

necessary screws etc. complete:

9.101.1 Single rubber stopper Each 43.00 39.60 43.56 1,873.08

9.114 Providing and fixing magnetic catcher of approved quality in cupboard /

ward robe shutters, including fixing with necessary screws etc. complete.

9.114.2 Double strip (horizontal type) each 28.00 39.70 43.67 1,222.76

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9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with

necessary screws etc all complete.

9.168 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side

balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand

including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with sqm 34.27 2829.25 3,112.18 106,654.24

auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-

charge. (Payment of providing and fixing auto closing hinges shall be paid separately)

9.169 Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade

marine ply as per IS : 710 of approved brand boxes, shelves, racks, almirah, cupboard and

drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-incharge.

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from

commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if

required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,

pressed mild steel welded or rigidly fixed together by mechanical means, including

M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers

as specified and applying a coat of approved steel primer after pre-treatment of the surface as

directed by Engineerin- charge:

10.14.2 Profile C

10.14.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for

10.14.3 Profile E

10.14.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 201.60 172.60 189.86 38,275.78

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.

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates

etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with

necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required kg 144.00 772.40 849.64 122,348.16

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.).

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat

15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides sqm 68.50 1133.55 1,246.91 85,412.99

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

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

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

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11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry sqm 8.50 2354.70 2,590.17 22,016.45

mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by

the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as

White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 sqm 35.00 1096.55 1,206.21 42,217.18

Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc., complete.

11.41A Providing and laying Vitrified tiles in floor 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, laid on 20 mm thick cement mortar 1:4 (1

cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the

joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of

required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),

with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all

colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the

joint with white cement & matching pigments etc.

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 Brown, Cat Eye or equivalent.

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.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 41.38 3071.05 3,378.16 139,788.05

12.15.1 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated

with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface

with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10

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ESTIMATE - TYPE II (CIVIL ITEMS)

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine metre 46.91 305.15 335.67 15,746.05

sand) as per standard design : In 75x75mm deep chase

12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with

zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have

protective guard film of 25 microns minimum to avoid scratches during transportation and should Sqm 65.15 738.65 812.52 52,935.35

be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall

be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete

upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %)

total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-

7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self

drilling/ self tapping screws complete :

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal

level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized

@ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints

to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced

at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum)

sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of

1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum

plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white

0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the

back side with all edges sealed with the face side PVC film which goes around and wraps the

edges and is bonded to the edges and the back side metalized polyester film so as to make the

tile a completely sealed unit.

13.1 12 mm cement plaster on brickwork with cement mortar of mix (upto 10 m height from ground

13.1.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 1416.00 333.35 366.69 519,225.96

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 858.77 518.55 570.41 489,846.70

plaster 1:6 (1 cement : 6 fine sand).

13.16 6 mm cement plaster of mix :

13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional

height of 3 m or part thereof.

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

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ESTIMATE - TYPE II (CIVIL ITEMS)

13.61.1 Two or more coats on new work sqm 171.00 155.90 171.49 29,324.79

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

give an even shade :

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

approved brand and manufacture

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre of approved brand and manufacture, including

applying additional coats wherever required to achieve even shade and colour.

13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand

and manufacturer, over the plastered wall surface to prepare the surface even and smooth sqm 1521.00 156.05 171.66 261,087.26

ALUMINIUM WORK:

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

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

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

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

neoprene gasket required (Fittings shall be paid for separately)

21.1.2.1Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

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

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

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

21.3.2 With float glass panes of 5.5 mm thickness (weight not less than 12.50 kg/ sqm) sqm 70.51 1505.25 1,655.78 116,748.70

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing

weather silicon sealant over backer rod of approved quality as per architectural drawings and

direction of Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 211.30 96.75 106.43 22,487.60

21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium

windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 92.00 89.40 98.34 9,047.28

WATER PROOFING:

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed

portions of W.C., kitchen and the like consisting of:

65 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR TYPE 2 QUARTERS, JNV PALAMU, JHARKHAND

ESTIMATE - TYPE II (CIVIL ITEMS)

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound

conforming to IS 2645 in recommended proportions including rounding off junction of vertical and

horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including rounding off junction of vertical and

horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100

mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

NEW TECHNOLOGIES AND MATERIALS

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain

flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension

Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and

screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50

26.87 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category

with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with

stainless steel butt hinges of required size with necessary full body threaded star headed counter

sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges

and necessary S.S screws shall be paid separately)

TOTAL OF SCHEDULE ITEM 12,783,678.34

NON-SCHEDULE ITEM

MR-1 Providing and fixing Modular kitchen with following items completed as per directions of engineer

a Carcass Side Panel 310D x 600H each 14.00 2,548.16 35,674.29

b Carcass Side Panel 560D x 700H each 14.00 5,372.63 75,216.88

c Top Plain Shelf Unit 1000 mm each 7.00 28,271.02 197,897.15

d GTPT Unit 600 mm with Plain Shutter each 7.00 47,478.74 332,351.16

e Top Plain Shelf Unit 600 mm each 7.00 23,363.28 163,542.99

g Grocery Unit - Serene 600 mm each 7.00 59,234.94 414,644.57

h 3 Drawer Unit with Tranquil 600 mm each 7.00 57,550.78 402,855.48

i Hinged Unit below Sink 600 mm each 7.00 20,319.52 142,236.66

j Corner Plain Shelf Unit 1000 mm (Steel) each 7.00 34,878.27 244,147.86

k SKIRTING (REHAU) SYSTEM-100mm BRUSHED ALUMINIUM each 21.00 4,374.86 91,872.05

l BRUSHED ALUM. SKIRTING 100mm HARDWARE PACKET FOR KITCHEN CABINETS each 7.00 6,662.07 46,634.47

m ROSE GOLD Handle PITCH: 128MM FINISH: BRONZE each 112.00 574.54 64,348.81

n End leg channel for Floor - Tall unit - 560D each 28.00 2,094.23 58,638.47

o Shared leg channel for Floor - Tall unit - 560D (PAC of 1) each 14.00 651.29 9,118.13

66 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: DETAILED COST ESTIMATE FOR TYPE 2 QUARTERS, JNV PALAMU, JHARKHAND

ESTIMATE - TYPE II (CIVIL ITEMS)

q SCREWS & SHELF SUPPORT FOR METAL KITCHEN ACCESSORIES each 7.00 1,267.50 8,872.52

TOTAL OF NON-SCHEDULE ITEM 2,322,958.27

67 Digitally signed by PRIYA

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ABSTRACT-GUEST HOUSE

S.NO DESCRIPTION (DSR-2023 AMOUNT) NON SCHEDULED AMOUNT

1 SANITARY FIXTURE 65,690.57 39,511.14

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 40,635.61 1,329.56

4 RAIN WATER PIPING WORK 19,716.84 0.00

5 SEWERAGE & DRAINAGE 51,024.82 0.00

6 EARTH WORK 3,350.39 0.00

TOTAL AMOUNT 228,476.57 59,337.81

TOTAL AMOUNT 228,476.57 59,337.81

GRAND TOTAL 287,814.38

GRAND TOTAL 287,814.38

Digitally signed by PRIYA

NBCC (INDIA) LTD

NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JNV PLAMU-II (JHARKHAND)

ESTIMATE: GUEST HOUSE RESIDENCE(PLUMBING ITEMS)

DSR -2023 /NS DESCRIPTION OF ITEM ADD COST

DSR-2023 AMOUNT

ITEM No. UNIT QTY INDEX

RATE (RS.) (RS.)

SANITARY FIXTURE

17.78 Providing and fixing white vitreous china extended wall mounting water closet of

size 780x370x690 mm of approved shape including providing & fixing white

vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre

(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts

and gasket etc complete.

17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32

mm C.P. brass waste of standard pattern, including painting of fittings and

brackets, cutting and making good the wallswherever require:

17.7.2 White Vitreous China Wash basin size 630x450 mm with

a single 15 mm C.P. brass pillar taps Each 2 2,226.35 2,448.99 4,897.97

17.22A Providing and fixing CP Brass 32mm size Bottle Trap of

approved quality & make and as per the direction of Engineerin- Each 2 1,034.80 1,138.28 2,276.56

17.22 B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make

as approved by Engineer in charge.

a) 15 mm nominal dia

17.31 Providing and fixing 600x450 mm beveled edge mirror of superior

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

ground fixed to wooden cleats with C.P. brass screws and washers

17.34 Providing and fixing toilet paper holder :

18.21 Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30cm length

18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

18.22.1 100 mm diameter

18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931

18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of

approved make and quality as per direction of Engineer-in-charge. Each 2 74.80 82.28 164.56

SUB TOTAL( SANITARY FIXTURE) 65,690.57

NS-1 Providing and fixing C.P. brass 2 Way bib cock with wall flange and Health Faucet

ABS body Cleaning System 1 m Long SS Flexible Tube Wall Hook of approved

quality for European WC pan as per direction of Engineer-in-charge.- 15 mm Each 2 2,725.02 5,450.04

NS-2 Providing and fixing SS waste coupling 32 mm dia full thread with 80 mm height

complete in all respect

NS-3 Providing and fixing soap tumbler holder complete in all respect

NS-4 Providing and fixing single towel rail 600 mm long, stainless steel complete in all

NS-5 Providing and fixing Stainless steel grating with frame for floor traps or drains

and urinal trap of required pattern complete in all respect Each 6 1,089.27 6,535.64

NS-6 Bolt touch-free infrared hand dryer with 1150W rated power & carbon brush

motor Material: 304 Stainless Steel Finish: Stainless Steel Finish,complete in all Each 2 10,734.93 21,469.86

SUB TOTAL( NS-SANITARY FIXTURE) 39,511.14

SOIL ,WASTE & VENT PIPES AND FITTINGS

17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.39 Providing and fixing plain bend of required degree

17.39.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

17.57A.1 100 mm dia

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 7 432.05 475.26 3,485.20

17.60 Providing and fixing trap of self cleansing design with screwed down or hinged

grating with or without vent arm complete, including cost of cutting and making

good the walls and floors :

17.60.1 a) 100 mm inlet and 100 mm outlet

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/

centrifugally cast (spun) iron pipes and making good the same with cement

concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm

nominal size), including necessary plaster and pointing in cement mortar 1:4 (1

cement : 4 coarse sand) :

SUB TOTAL( SOIL, WASTE & VENT PIPES) 40,635.61

NS-7 Providing and fixing End plug/cap complete in all respect Each 2 165.15 330.31

NS-8 Providing and fixing uPVC SCH-80 pipe for waste (WB to Floor trap) with fittings

complete in all respect

SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 1,329.56

18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00

m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints complete

as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm nominal outer dia Pipes Mtr 6 335.00 368.50 2,211.00

18.7.3 25 mm nominal outer dia Pipes Mtr 13 401.55 441.71 5,742.17

18.7.4 32 mm nominal outer dia Pipes Mtr 4 518.75 570.63 2,282.50

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with clampsat 1.00 m

spacing. This includes jointing of pipes & fittings with onestep CPVC solvent

cement and the cost of cutting chases and making good the same including

testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Mtr 4 497.80 547.58 2,190.32

18.8.2 20 mm nominal outer dia Pipes Mtr 9 537.60 591.36 5,322.24

18.8.3 25 mm nominal outer dia Pipes Mtr 8 627.25 689.98 5,519.80

18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting

and making good the walls etc.

Internal work-Exposed on wall

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

quality (screwed end) :

18.19 Providing and fixing gun metal non- return valve of approved quality

(screwed end) :

18.19.2 32 mm nominal bore

18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of

approved quality

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but without fittings and the

base support for tank

SUB TOTAL( WATER SUPPLY) 48,058.34

NON SCHEDULED ( WATER SUPPLY )

Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50

NS-9 Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all

SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 18,497.11

RAIN WATER PIPING

12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams. Each 4 54.70 60.17 240.68

12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS

: 5382, leaving 10 mm gap for thermal Expansion,(i) Single socketed pipes.

12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories

for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for

thermal expansion.

12.42.1 Coupler

12.42.2 Single push fit Coupler

12.42.3 Single tee with door

12.42.6 Shoe (Plain)

12.43 Providing and fixing unplastisized PVC pipe clip approved design to unplastisized

PVC rain water pipes by meanes of 50x50x50 mm hard wood plugs,screwed with

M.S screws of required length,including cutting brick and fixing in cement morter

1:4(1 cement:4 coarse sand) and making good the wall etc complete.

SUB TOTAL( RAIN WATER PIPING) 19,716.84

SEWERAGE & DRAINAGE

19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water tight

C.I. cover with frame of 300 x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per

standard design:

19.4.1 100x100mm size 'P' type

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

bricks of class designation 7.5

19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement

and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty)

455x610 mm internal dimensions,total weight of cover and frame to be not less

than 38 kg(weight of cover 23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.16 Providing orange colour safety foot rest of minimum 6 mm thickplastic

encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786,

having minimum cross section as 23 mmx25mm and over all minimum length 263

mm and width as 165 mm withminimum 112 mm space between protruded legs

having 2 mm treadon top surface by ribbing or chequering besides necessary

andadequate anchoring projections on tail length on 138 mm as perstandard

drawing and suitable to with stand the bend test and chemical resistance test as Each 3 553.70 609.07 1,827.21

per specifications and having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

nominal size) complete as per design.

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in

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

500x450 mm pre-cast R.C.C. horizontal grating with frame complete

as per standard design :

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

designation 7.5

SUB TOTAL( SEWERAGE & DRAINAGE) 51,024.82

2.6 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