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

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

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

Digitally signed by PRIYA

NBCC 1 of 226 CONTRACTOR

NBCC INDIA LIMITED

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

GENERAL ABSTRACT OF COST

COST AS PER DSR AS PER MARKET

S.NO. DESCRIPTION TOTAL

2023 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 24,715,831.81 0.00 24,715,831.81

2.0 INTERNAL PLUMBING WORKS 1,456,782.34 118,071.10 1,574,853.44

Digitally signed by PRIYA

NBCC (INDIA) LTD

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

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

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 481.11 196.00 215.60 103,727.32

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 all lift.

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.2 Ordinary or hard rock cum 0.00 227.40 250.14 0.00

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.

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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

2.28.1 All kinds of soil sqm 0.00 34.15 37.57 0.00

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

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 77.60 234.75 258.23 20,038.26

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 104.27 53.45 58.80 6,130.55

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

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

4.2.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 0.67 9895.20 10,884.72 7,292.76

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

of form work for

4.3.1 Foundations, footings, bases for columns Sqm 105.68 392.15 431.37 45,586.65

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.

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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 185.95 392.15 431.37 80,212.32

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 934.32 927.25 1,019.98 952,983.04

5.9.4 Shelves (Cast in situ) sqm 0.00 927.25 1,019.98 0.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 898.20 736.40 810.04 727,577.93

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 667.61 961.30 1,057.43 705,950.84

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 29.48 764.95 841.45 24,805.80

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 72.31 951.10 1,046.21 75,651.45

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 13034.02 107.85 118.64 1,546,290.96

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 24452.01 107.85 118.64 2,900,864.21

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 0.49 74854.65 82,340.12 40,346.66

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 2.04 28212.60 31,033.86 63,309.07

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 7.84 655.75 721.33 5,655.19

compound Grade-A in expansion joints.

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

R.C.C. projections.

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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

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 131.31 9504.75 10,455.23 1,372,875.59

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 262.63 9860.40 10,846.44 2,848,600.54

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 47.47 7132.25 7,845.48 372,424.70

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

designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 225.44 9105.95 10,016.55 2,258,129.90

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 V level.

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 278.62 1150.50 1,265.55 352,607.54

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

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 103.79 59.45 65.40 6,787.35

cement : 4 fine sand).

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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).

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining

(veneer work), backing filled with a grout of average 12 mm thick cement mortar 1:3 (1

cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement :

2 marble dust) with an admixture of pigment to match the marble shade (To be secured to

the backing by means of cramps, which shall be paid for separately).

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra

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.

8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

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

8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing

with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in

stones and embedding the cramp in the hole (fastener to be paid separately).

8.7.2 Stainless steel cramps kg 0.00 714.40 785.84 0.00

8.18 Stone work (machine cut edges in veneer work) for wall lining upto 10 m

height, backing 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 Prepolished kota stone slabs on exposed face.

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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).

9.1.1 Second class teak wood cum 0.00 142949.70 157,244.67 0.00

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 12.75 176.40 194.04 2,474.01

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 37.20 2392.65 2,631.92 97,907.24

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 34.49 462.35 508.59 17,541.10

shutter to be measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 37.20 106.70 117.37 4,366.16

Providing and fixing wooden moulded beading to door and window frames with iron screws

,plugs and priming coat unexposed surface etc.complete.

9.40.1 2nd class teak wood

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 :

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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 624.35 238.35 262.19 163,695.20

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)

9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors,

(weighting not less than 450 gms)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

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 49.47 854.65 940.12 46,507.49

screws etc. complete.

9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary

screws, etc. complete.

9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door

closer (having brand logo with ISI, IS: 3564, embossed on the body, door weight upto 36

Kg. to 80 Kg. and door width from 701 mm to 1000 mm), with double speed adjustment

with necessary accessories and 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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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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 0.00

or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 51.00 39.60 43.56 2,221.56

9.101.2 Twin rubber stopper Each 0.00 72.35 79.59 0.00

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

9.119 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, EPDM metre 139.49 492.70 541.97 75,599.40

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.

9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for

top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size

30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be

tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC

sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the

inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm

shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and

lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide

cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick

both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with

7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined

together with solvent cement dhesive. An additional 5 mm thick PVC strip of 20 mm width

is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc.

complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.

9.120.1 30 mm thick plain PVC door shutters sqm 45.31 3182.95 3,501.25 158,641.41

9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch &

Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by each 0.00 8366.15 9,202.77 0.00

the Engineer- in- charge, all complete.

9.153 Providing and fixing steel (white power coated) crescent lock for uPVC

sliding window/ door with necessary screws etc. complete.

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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35

x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc

coating not less than 120gm/ sqm) suitable for mounting 120 minutes Fire Rated Glazed

Door Shutters. The frame shall be filled with mineral wool Insulation having density

minimum 96Kg/cum. The frame will have a provision of G.I. anchor

fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable meter 0.00 2202.90 2,423.19 0.00

for fixing in the opening along with factory made template for SS ball bearing hinges of

Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a

approved fire resistant primer or powder coating of not less than 30 micron in desired

shade as per the directions of Engineer - in- Charge . (Cost of SS ball bearing hinges is

9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire

rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per

laboratory approved by Engineer-in-Charge, with suitable mounting on door frame,

consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110

mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than

120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and

fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved

make, including applying a coat of approved fire resistant primer or powder coating not

less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to

be paid for seperately).

9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc.,

with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120

gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from

the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/

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

ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC

2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge

with glass of required thickness having 120 minutes of fire resistance

both integrity & radiation control (EW120) and minimum 20 minutes of

insulation (EI20). The manufacturer have to give test report/certification

of fire glass and the glass should have the stamp showing the value of

E, EW & EI. The glass shall be tested in approved NABL accredited lab

or by any other accreditation body which operates in accordance with

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

calibration scopes shall be eligible. The maximum glazing size shall

not be more than 1100x2200 mm (w x h) or 2.42 sqm.

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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DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

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)

STEEL WORK 0.00 0.00

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed

work, including cutting, hoisting, fixing in position and applying a priming coat of approved Kg. 0.00 133.70 147.07 0.00

steel primer all complete:

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and

3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,

including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 0.00 5804.35 6,384.79 0.00

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

10.14.3 Profile E

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

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel 0.00 0.00

primer, including welding and bolted with special shaped washers etc. complete.

10.16.2 Hot finished seamless type tubes kg 0.00 206.35 226.99 0.00

10.16.3 Electric resistance or induction butt welded tubes kg 0.00 194.40 213.84 0.00

10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates

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 433.47 172.60 189.86 82,298.61

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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

11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm

thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement

hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening Sqm 15.60 1056.15 1,161.77 18,123.53

compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications.

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

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

11.20.4 Ordinary cement without any pigment Sqm 25.67 1056.35 1,161.99 29,828.15

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

11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws

complete with :

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11.33.1 Second class teak wood sqm 0.00 4508.95 4,959.85 0.00

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 sqm 114.00 1096.55 1,206.21 137,507.37

1:4 (1 Cement : 4 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 0.00 0.00

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 0.00

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.

11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20

mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in-

Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved

adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is

inclusive of all operation, material and required pattern approved by

Engineer-in-Charge:

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.

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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 0.00 3071.05 3,378.16 0.00

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 403.99 166.20 182.82 73,857.45

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 each 5.82 298.25 328.08 1,909.40

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

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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 every junction, including fixing perimeter channels 0.5 mm

thick 27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of rawl plugs

at 450 mm centre, with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size 3.5 x 25

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

of tapered and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of joint and two coats of

primer suitable for board, all as per manufacturer's specification and

also including the cost of making openings for light fittings, grills,

diffusers, cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and direction of

the Engineer in Charge but excluding the cost of painting with :

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 0.00 1529.10 1,682.01 0.00

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 Sqm 0.00 738.65 812.52 0.00

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

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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 :

12.51.6 Gutter (600 mm over all girth) metre 0.00 1313.70 1,445.07 0.00

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 middle of the 1200x600 mm panel to form grids of 600x600 mm and wall

angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid

including, required cutting/making, opening for services like diffusers, grills, light fittings,

fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI

slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm

long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size

85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed

width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for

all heights as per specifications, drawings and as directed by

Engineer-in-charge.

12.52.2 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.

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12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium

silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level,

suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising

@ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum)

sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of

0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to

centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size

24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the

1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls

/partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of

0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with Sqm 0.00 2158.15 2,373.97 0.00

25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges

calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making

opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.,

wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats

of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4

mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced

at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections

shall be pre-painted with polyster baked paint, for all heights, as per specifications,

drawings and as directed by Engineer-in-Charge.

12.60 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded

Rockwool conforming to IS:8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin

Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) Sqm 0.00 667.05 733.76 0.00

@ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building.

13.1 12 mm cement plaster of mix :

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix (upto 10 m

height from ground level):

13.2.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 0.00 383.00 421.30 0.00

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 848.09 518.55 570.41 483,754.78

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

13.16 6 mm cement plaster of mix :

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)

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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

13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every

additional height of 3 m or part thereof.

13.37 White washing with lime to give an even shade :New work (three or more coats) Sqm. 0.00 39.05 42.96 0.00

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

than 50 gram/litre, of approved manufacturer and of required shade and colour all

complete to achieve even shade and colour :

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

primer having VOC content less than 50 gram/litre

13.85 Applying priming coats with primer of approved brand and manufacture,

having low VOC (Volatile Organic Compound ) content.

13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50

13.45 Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat

of exterior primer applied @ 2.20kg/10 sqm

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)

13.48A Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted)

having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal

resistance, dirt resistance exterior paint of required shade with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

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 sqm 1871.13 156.05 171.66 321,188.82

smooth complete.

13.114 Melamine polishing on wood work (one or more coat). sqm 0.00 138.10 151.91

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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 sqm 107.30 972.00 1,069.20 114,725.16

compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the

direction of Engineer-in-charge.

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 135.59 1505.25 1,655.78 224,506.53

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 846.23 96.75 106.43 90,060.03

21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of

approved quality with necessary stainless steel screws etc. to the side hung windows as

per direction of Engineer-in-charge complete.

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 172.66 89.40 98.34 16,979.38

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21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required

shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved

design/pattern, with approved standard section and fixed to the existing window frame with

C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to

proper opening size for fixing and operation of handles and fixing approved anodised

aluminium standard section around the opening, all complete as per requirement and

direction of Engineer-in-charge. (Only weight of grill to be measured for payment).

21.18Providing and fixing 12 mm thick frameless toughened glass door shutter of approved

brand and manufacture, including providing and fixing top & bottom pivot & double action

hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing sqm 0.00 5325.90 5,858.49 0.00

required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock

and stopper etc.to be paid separately).

WATER PROOFING:

22.1 Providing and laying integral cement based treatment for water proofing on horizontal

surface at all depth below ground level for under ground structures as directed by Engineer-

in-Charge and consisting of : i) Ist layer of 22 mm to 25 mm thick approved and specified

rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse

sand) mixed with water proofing compound conforming to IS:2645 in the recommended

proportion over the leveling course (leveling course to be paid separately). Joints sealed

and grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of 25

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

compound in recommended proportions. iii) Finishing top with stone aggregate of 10 mm

to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

22.1.1 Using rough kota stone. sqm 0.00 1515.60 1,667.16 0.00

22.2 Providing and laying integral cement based treatment for water proofing on the vertical

surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with

water proofing compound conforming to IS:2645 in recommended proportions with a gap

of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps

withn neat cement slurry mixed with water proofing compound and finishing the exterior of

stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat

cement punning mixed with water proofing compound in recommended proportion

complete at all levels and as directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 0.00 2024.70 2,227.17 0.00

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 0.00 0.00

vertical and horizontal surface.

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(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 0.00 0.00

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).

22.7 Providing and laying integral cement based water proofing treatment including preparation

of surface as required for treatment of roofs, balconies, terraces etc consisting of following

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

proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the

RCC slab including adjoining walls upto 300 mm height including cleaning the surface

before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with

50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick

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

compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope

and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions

of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/

sqm of cement admixed with water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4

coarse sand) admixed with water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge including laying glass fibre cloth of approved quality in top

layer of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two

weeks for curing and for final test. All above operations to be done in order

22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. sqm 0.00 1684.60 1,853.06 0.00

STRUCTURAL GLAZING:

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Providing and supplying aluminium extruded tubular and other aluminium sections as per

the architectural drawings and approved shop drawings , the aluminium quality as per

grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80

microns conforming to AAMA 2604 of required colour and shade as approved by the

Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be

paid on this account). The weight of aluminium extruded section shall be taken for purpose

Designing, fabricating, testing, protection, installing and fixing in position semi (grid)

unitized system of structural glazing (with open joints) for linear as well as curvilinear

portions of the building for all heights and all levels, including:

(a) Structural analysis & design and preparation of shop drawings for the specified design

loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times

design wind pressure without any failure), including functional design of the aluminum

sections for fixing glazing panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,

microwave cured EPDM gaskets for water tightness, pressure equalisation &

drainage and protection against fire hazard including:

b.) Fabricating and supplying serrated M.S. hot dip galvanised /

Aluminium alloy of 6005 T5 brackets of required sizes, sections

and profiles etc. to accommodate 3 Dimentional movement for

25.2 achieving perfect verticality and fixing structural glazing system Sqm 0.00 0.00 0.00

rigidly to the RCC/ masonry/structural steel framework of building

structure using stainless steel anchor fasteners/ bolts, nylon

seperator to prevent bimetallic contacts with nuts and washers

etc. of stainless steel grade 316, of the required capacity and in

required numbers.

c.) Providing and filling, two part pump filled, structural silicone

sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean

and controlled factory / work shop environment, including double

sided spacer tape, setting blocks and backer rod, all of approved

grade, brand and manufacture, as per the approved sealant

design, within and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid aluminium sheet

1 mm thick and of sizes, shapes and profiles, as required as per

the site conditions, to seal the gap between the building structure

24 Digitally signed by PRIYA

DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

Providing, assembling and supplying vision glass panels (IGUs) comprising

of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of

size and shape as required and specified, comprising of an outer heat strengthened float

glass 6mm thick, of approved colour and shade with reflective soft coating on surface

# 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm

thick, spacer tube 12mm wide, dessicants, including primary seal and secondary

seal (structural silicone sealant) etc. all complete for the required performances, as per

the Architectural drawings, as per the approved shop drawings, as specified and as

directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/

workshop of the glass processor.

25.3 (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No. 25.2) Sqm 0.00 0.00

For payment, only the actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant) provided and fixed in position, shall be

measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, +

12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties

as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light

reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to

3.3 W/m2 degree K etc. The properties of performance glass shall be decided by

technical sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the openable panels as

specified and of the approved make such as heavy duty stainless steel friction hinges, min

25.4 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including Sqm 0.00 3510.50 3,861.55

necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as

per the Architectural drawings, as per the approved shop drawings, as specified and as

directed by the Engineer- in-Charge.

Providing, fabricating and supplying shadow box of required size and shape,

for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear

portions of the building by providing semi -rigid, inorganic, non- combustible fibre glass

wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation

25.5 layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of Sqm 0.00 0.00

black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not

less than 60 gm / sqm, made of randomly oriented glass fibres distributed in a binder by a

wet- lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm

thick cement board including SS rivets, nuts, bolts, washers etc complete.

NEW TECHNOLOGIES AND MATERIALS 0.00 6283.85 6,912.24 0.00

25 Digitally signed by PRIYA

DSR 2023 DESCRIPTION DSR-2023 Rate

CODE NO. Unit Qty Rounded Including Cost DSR Amount

Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with

planks of sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in

approved colour, texture and finish, having Performance Appraisal Certificate (PAC)

issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary

profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of

second class teak wood of size 20x15 mm in centre of each tile and bottom and top of

work height, 40x15mm placed at ends of each tile. The cladding shall be laid over

backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two

layers, first layer on wall surface before fixing wooden frame and second layer on frame

under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum &

minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of

the Engineer in-charge.

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 N/mm2, modulus of elasticity 850 N/mm2 and

26.87 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

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 24,715,831.81

26 Digitally signed by PRIYA

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

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

1 SANITARY FIXTURE 414,344.70 110,347.72

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 481,716.53 7,723.38

3 WATER SUPPLY 336,808.67 0.00

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 1574853.44

GRAND TOTAL 1574853.44

Digitally signed by PRIYA

NBCC (INDIA) LTD

NAME OF PROJECT : CONSTRUCTION OF PHASE -B WORK AT JNV PALAMU -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

17.1.1 580x440 mm with integral type foot rests Each 12 6,767.40 7,444.14 89,329.68

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

17.22A approved quality & make 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) 414,344.70

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 5 2,725.02 13,625.10

Providing and fixing 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 single towel rail 600 mm long, stainless steel complete in all

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 40 1,089.27 43,570.96

Providing & Fixing of SS (U-Type) Grab bar vertical swing, size 600X600 mm pipe

O.D 32 mm , thiickness 2 mm of non slipping grip as per standard specification of

NS-7 use in 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.

SUB TOTAL( NS-SANITARY FIXTURE) 110,347.72

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

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 4 404.75 445.23 1,780.90

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 74 432.05 475.26 35,327.29

17.57A.2 75mm dia

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) 481,716.53

NS-8 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-9 with fittings complete in all respect

SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 7,723.38

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

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 , JNV PALAMU-II, JHARKHAND

GENERAL ABSTRACT OF COST

COST AS PER DSR AS PER MARKET RATE

S.NO. DESCRIPTION TOTAL

1.0 CIVIL WORK MAIN BUILDING 17,100,015.39 0.00 17,100,015.39

2.0 INTERNAL PLUMBING WORKS 845,690.01 86,410.18 932,100.18

Digitally signed by PRIYA

NBCC (INDIA) LTD

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

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2023 DSR-2023

DESCRIPTION Unit Including DSR Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

1.1.4 Carriage of excavated rock 0.00 0.00

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 0.00 0.00

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 345.85 196.00 215.60 74,565.26

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

34 Digitally signed by PRIYA

DSR 2023 DSR-2023

DESCRIPTION Unit Including DSR Amount

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.2 Ordinary or hard rock cum 0.00 227.40 250.14 0.00

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 sqm 5082.50 34.15 37.57 190,924.11

2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 0.00 0.00

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 79.80 234.75 258.23 20,606.36

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 121.10 53.45 58.80 7,120.07

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 0.00 0.00

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 11.97 43.00 47.30 566.18

CONCRETE WORK: 0.00 0.00

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

35 Digitally signed by PRIYA

DSR 2023 DSR-2023

DESCRIPTION Unit Including DSR Amount

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.

RCC WORK 0.00 0.00

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 127.03 392.15 431.37 54,796.30

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 623.20 927.25 1,019.98 635,648.42

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 641.68 736.40 810.04 519,786.47

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 467.81 961.30 1,057.43 494,676.33

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 25.21 764.95 841.45 21,212.83

5.9.16 Edges of slabs and breaks in floors and walls. 0.00 0.00

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 33.35 951.10 1,046.21 34,891.10

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 8410.07 107.85 118.64 997,728.65

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 16731.59 107.85 118.64 1,984,952.18

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 2.13 74854.65 82,340.12 175,384.44

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 4.51 28212.60 31,033.86 139,962.71

expansion joints.

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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 17.33 655.75 721.33 12,500.56

expansion joints.

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

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- 0.00 0.00

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 0.00 0.00

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 86.19 9504.75 10,455.23 901,135.84

5.33.2 All works above plinth level upto floor V level 0.00 0.00

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 169.02 9860.40 10,846.44 1,833,302.17

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.

BRICK WORK 0.00 0.00

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 25.61 7132.25 7,845.48 200,922.61

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

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

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 179.63 9105.95 10,016.55 1,799,271.98

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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 0.00 0.00

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 176.46 1150.50 1,265.55 223,318.95

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

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 120.65 59.45 65.40 7,889.91

cement : 4 fine sand).

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).

MARBLE WORK: 0.00 0.00

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining

(veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1

cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement

: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured

to the backing by means of cramps, which shall be paid for separately).

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra

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 0.00 0.00

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

cut edges etc. complete.

8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry

backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary 0.00 0.00

hole in stones and embedding the cramp in the hole (fastener to be paid separately).

8.7.2 Stainless steel cramps kg 0.00 714.40 785.84 0.00

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

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 0.00 0.00

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 Prepolished kota stone slabs on exposed face. 0.00 0.00

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

from 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 0.00 0.00

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) 0.00 0.00

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.

WOOD WORK: 0.00 0.00

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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).

9.1.1 Second class teak wood cum 0.00 142949.70 157,244.67 0.00

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 31.95 2392.65 2,631.92 84,089.68

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 0.00 462.35 508.59 0.00

shutter to be measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 30.35 106.70 117.37 3,562.18

Providing and fixing wooden moulded beading to door and window frames with iron

screws ,plugs and priming coat unexposed surface etc.complete.

9.40.1 2nd class teak wood 0.00 0.00

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., 0.00 0.00

wherever necessary complete :

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 0.00 0.00

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 0.00 0.00

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 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)

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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)

9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors,

(weighting not less than 450 gms)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

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 38.95 854.65 940.12 36,617.48

screws etc. complete.

9.81 Providing and fixing bright finished brass handles with screws etc. complete: 0.00 0.00

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary

screws, etc. complete.

9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic

door closer (having brand logo with ISI, IS: 3564, embossed on the body, door weight

upto 36 Kg. to 80 Kg. and door width from 701 mm to 1000 mm), with double speed

adjustment with necessary accessories and 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 0.00 0.00

or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 41.00 39.60 43.56 1,785.96

9.101.2 Twin rubber stopper Each 0.00 72.35 79.59 0.00

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 3.80 39.70 43.67 165.95

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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 metre 117.00 492.70 541.97 63,410.49

gauge, 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.

9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made out

of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm

for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make

and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of

size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be

tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC

sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the

inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm

shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and 0.00 0.00

lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide

cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm

thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles &

rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and

joined together with solvent cement dhesive. An additional 5 mm thick PVC strip of 20

mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent

adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s

specification & drawing.

9.120.1 30 mm thick plain PVC door shutters sqm 38.56 3182.95 3,501.25 135,008.01

9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch &

Lock on back side of the Panic Latch of reputed brand and manufacture to be approved sqm 0.00 8366.15 9,202.77 0.00

by the Engineer- in- charge, all complete.

9.153 Providing and fixing steel (white power coated) crescent lock for uPVC

sliding window/ door with necessary screws etc. complete.

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9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side &

35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet (

Zinc coating not less than 120gm/ sqm) suitable for mounting 120 minutes Fire Rated

Glazed Door Shutters. The frame shall be filled with mineral wool Insulation having

density minimum 96Kg/cum. The frame will have a provision of G.I. anchor fastners 14

nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing meter 0.00 2202.90 2,423.19 0.00

in the opening along with factory made template for SS ball bearing hinges of Size

100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a

approved fire resistant primer or powder coating of not less than 30 micron in desired

shade as per the directions of Engineer - in- Charge . (Cost of SS ball bearing hinges is

9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire

rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per

laboratory approved by Engineer-in-Charge, with suitable mounting on door frame,

consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of

110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than

120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and

fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved

make, including applying a coat of approved fire resistant primer or powder coating not

less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to

be paid for seperately).

9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc.,

with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120

gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from

the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/

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

ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC

2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge

with glass of required thickness having 120 minutes of fire resistance

both integrity & radiation control (EW120) and minimum 20 minutes of sqm 0.00 43677.65 48,045.42 0.00

insulation (EI20). The manufacturer have to give test report/certification

of fire glass and the glass should have the stamp showing the value of

E, EW & EI. The glass shall be tested in approved NABL accredited lab

or by any other accreditation body which operates in accordance with

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

calibration scopes shall be eligible. The maximum glazing size shall

not be more than 1100x2200 mm (w x h) or 2.42 sqm.

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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 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)

STEEL WORK 0.00 0.00 0.00

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed

work, including cutting, hoisting, fixing in position and applying a priming coat of approved Kg. 0.00 133.70 147.07 0.00

steel primer all complete:

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and

3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, 0.00 0.00 0.00

including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 0.00 5804.35 6,384.79 0.00

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:

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

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

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and applying a priming coat of approved steel 0.00 0.00 0.00

primer, including welding and bolted with special shaped washers etc. complete.

10.16.2 Hot finished seamless type tubes kg 0.00 206.35 226.99 0.00

10.16.3 Electric resistance or induction butt welded tubes kg 0.00 194.40 213.84 0.00

10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates

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. 0.00 0.00 0.00

10.25.1 In stringers, treads, landings etc. of stair cases, 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 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 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

FLOORING 0.00 0.00

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11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm

thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement

hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening Sqm 19.00 1056.15 1,161.77 22,073.54

compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications.

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

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 0.00 0.00

11.20.4 Ordinary cement without any pigment Sqm 11.97 1056.35 1,161.99 13,908.96

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 0.00 0.00

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.

11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron

screws complete with :

11.33.1 Second class teak wood sqm 0.00 4508.95 4,959.85 0.00

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 sqm 76.95 1096.55 1,206.21 92,817.47

mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm

including pointing the joints with white cement and matching pigment etc., complete.

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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 0.00 0.00

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 0.00 0.00

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.

11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20

mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-

in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of

approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The

rate is inclusive of all operation, material and required pattern approved by

Engineer-in-Charge:

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

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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 0.00 3071.05 3,378.16 0.00

ROOFING 0.00 0.00

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 : each 5.70 298.25 328.08 1,870.03

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

the outlet complete.

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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 every junction, including fixing perimeter channels 0.5 mm thick 27 mm high 0.00 0.00 0.00

having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition

with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to ceiling section and perimeter channel with

the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and square edges of the board with recommended

compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150

mm on both sides of joint and two coats of primer suitable for board, all as per

manufacturer's specification and also including the cost of making openings for light

fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and direction of the Engineer in Charge

but excluding the cost of painting with :

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 0.00 1529.10 1,682.01 0.00

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 Sqm 0.00 738.65 812.52 0.00

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, excluding the cost of purlins, rafters and trusses

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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 :

12.51.6 Gutter (600 mm over all girth) Sqm 0.00 1313.70 1,445.07 0.00

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 middle of the 1200x600 mm panel to form grids of 600x600 mm and wall

angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid 0.00 0.00 0.00

including, required cutting/making, opening for services like diffusers, grills, light fittings,

fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI

slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm

long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size

85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed

width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for

all heights as per specifications, drawings and as directed by

Engineer-in-charge.

12.52.2 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.

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12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight

calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true

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

sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’

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

0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size

24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between

main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross

‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be

inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm,

resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of

size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs Sqm 0.00 2158.15 2,373.97 0.00

at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and

laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the

grid, including, cutting/ making opening for services like diffusers, grills, light fittings,

fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from

ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia

and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level

clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’,

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

paint, for all heights, as per specifications, drawings and as directed by Engineer-in-

12.60 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin

Bonded Rockwool conforming to IS:8183,density 48 kg/ m3, 50 mm thick, wrapped in 200

G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) Sqm 0.00 667.05 733.76 0.00

@ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of

FINISHING: 0.00 0.00

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 709.65 333.35 366.69 260,218.01

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix (upto 10 m

height from ground level):

13.2.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 0.00 383.00 421.30 0.00

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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

13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every

additional height of 3 m or part thereof.

13.37 White washing with lime to give an even shade :New work (three or more coats) Sqm. 0.00 39.05 42.96 0.00

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

than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as 0.00 0.00 0.00

permanufacturer’s specification.

13.41.1 Two or more coats on new work sqm 0.00 185.65 204.22 0.00

13.85 Applying priming coats with primer of approved brand and manufacture,

having low VOC (Volatile Organic Compound ) content.

13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50

13.45 Finishing walls with textured exterior paint of required shade : 0.00 0.00 0.00

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat

of exterior primer applied @ 2.20kg/10 sqm

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0.00 0.00

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)

13.48A Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted)

having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & 0.00 0.00

fungal resistance, dirt resistance exterior paint of required shade with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming

coat of exterior primer applied @ 0.90 litre/10 sqm.

13.82 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an

13.82.1 Two or more coats on new work Sqm 0.00 137.85 151.64 0.00

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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 1083.00 156.05 171.66 185,902.37

even and smooth complete.

13.114 Melamine polishing on wood work (one or more coat). sqm 0.00 138.10 151.91 0.00

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ROAD WORK: 0.00 0.00

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 100.08 972.00 1,069.20 107,005.54

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

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

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ALUMINIUM WORK: 0.00 0.00

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 0.00 0.00

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 0.00 0.00

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 0.00 0.00

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 93.27 1505.25 1,655.78 154,434.13

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

21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of

approved quality with necessary stainless steel screws etc. to the side hung windows as 0.00 0.00

per direction of Engineer-in-charge complete.

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

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21.17Providing and fixing anodised aluminium grill (anodised transparent or dyed to required

shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved

design/pattern, with approved standard section and fixed to the existing window frame

with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the

grill to proper opening size for fixing and operation of handles and fixing approved

anodised aluminium standard section around the opening, all complete as per

requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for

21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved

brand and manufacture, including providing and fixing top & bottom pivot & double action

hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing sqm 0.00 5325.90 5,858.49 0.00

required door fittings, all complete as per direction of Engineer-incharge (Door handle,

lock and stopper etc.to be paid separately).

WATER PROOFING: 0.00 0.00 0.00

22.1 Providing and laying integral cement based treatment for water proofing on horizontal

surface at all depth below ground level for under ground structures as directed by

Engineer-in-Charge and consisting of : i) Ist layer of 22 mm to 25 mm thick approved and

specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3

coarse sand) mixed with water proofing compound conforming to IS:2645 in the

recommended proportion over the leveling course (leveling course to be paid separately). 0.00 0.00 0.00

Joints sealed and grouted with cement slurry mixed with water proofing compound. ii) 2nd

layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water

proofing compound in recommended proportions. iii) Finishing top with stone aggregate

of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the

22.1.1 Using rough kota stone. sqm 0.00 1515.60 1,667.16 0.00

22.2 Providing and laying integral cement based treatment for water proofing on the vertical

surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed

with water proofing compound conforming to IS:2645 in recommended proportions with a

gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the

gaps withn neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with

neat cement punning mixed with water proofing compound in recommended proportion

complete at all levels and as directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 0.00 2024.70 2,227.17 0.00

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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 0.00 0.00 0.00

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 0.00 0.00 0.00

and horizontal surface.

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

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(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).

22.7 Providing and laying integral cement based water proofing treatment including

preparation of surface as required for treatment of roofs, balconies, terraces etc

consisting of following operations:

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

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

over the RCC slab including adjoining walls upto 300 mm height including cleaning the

surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size 0.00 0.00

with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm

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

proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to

required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions

of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/

sqm of cement admixed with water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4

coarse sand) admixed with water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge including laying glass fibre cloth of approved quality in

top layer of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two

weeks for curing and for final test. All above operations to be done in order

22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. sqm 0.00 1684.60 1,853.06 0.00

STRUCTURAL GLAZING: 0.00 0.00

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Providing and supplying aluminium extruded tubular and other aluminium sections as per

the architectural drawings and approved shop drawings , the aluminium quality as per

grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80

microns conforming to AAMA 2604 of required colour and shade as approved by the

Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be

paid on this account). The weight of aluminium extruded section shall be taken for

purpose of payment.

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Designing, fabricating, testing, protection, installing and fixing in position semi (grid)

unitized system of structural glazing (with open joints) for linear as well as curvilinear

portions of the building for all heights and all levels, including:

(a) Structural analysis & design and preparation of shop drawings for the specified design

loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times

design wind pressure without any failure), including functional design of the aluminum

sections for fixing glazing panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,

microwave cured EPDM gaskets for water tightness, pressure equalisation &

drainage and protection against fire hazard including:

b.) Fabricating and supplying serrated M.S. hot dip galvanised /

Aluminium alloy of 6005 T5 brackets of required sizes, sections

and profiles etc. to accommodate 3 Dimentional movement for

25.2 achieving perfect verticality and fixing structural glazing system Sqm 0.00 0.00 0.00

rigidly to the RCC/ masonry/structural steel framework of building

structure using stainless steel anchor fasteners/ bolts, nylon

seperator to prevent bimetallic contacts with nuts and washers

etc. of stainless steel grade 316, of the required capacity and in

required numbers.

c.) Providing and filling, two part pump filled, structural silicone

sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean

and controlled factory / work shop environment, including double

sided spacer tape, setting blocks and backer rod, all of approved

grade, brand and manufacture, as per the approved sealant

design, within and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid aluminium sheet

1 mm thick and of sizes, shapes and profiles, as required as per

the site conditions, to seal the gap between the building structure

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Providing, assembling and supplying vision glass panels (IGUs) comprising

of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of

size and shape as required and specified, comprising of an outer heat strengthened float

glass 6mm thick, of approved colour and shade with reflective soft coating on

surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass

6mm thick, spacer tube 12mm wide, dessicants, including primary seal and

secondary seal (structural silicone sealant) etc. all complete for the required

performances, as per the Architectural drawings, as per the approved shop drawings, as

specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled

in the factory/ workshop of the glass processor.

25.3 (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No. Sqm 0.00 0.00 0.00

For payment, only the actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant) provided and fixed in position, shall be

measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2,

+ 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having

properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10

to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U

value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall

be decided by technical sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the openable panels as

specified and of the approved make such as heavy duty stainless steel friction hinges,

25.4 min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. Sqm 0.00 3510.50 3,861.55 0.00

including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all

complete as per the Architectural drawings, as per the approved shop drawings, as

specified and as directed by the Engineer- in-Charge.

Providing, fabricating and supplying shadow box of required size and shape,

for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear

portions of the building by providing semi -rigid, inorganic, non- combustible fibre glass

wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation

25.5 layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), Sqm 0.00 0.00 0.00

of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not

less than 60 gm / sqm, made of randomly oriented glass fibres distributed in a binder by a

wet- lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm

thick cement board including SS rivets, nuts, bolts, washers etc complete.

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NEW TECHNOLOGIES AND MATERIALS 0.00 0.00 0.00

Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with

planks of sizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in

approved colour, texture and finish, having Performance Appraisal Certificate (PAC)

issued by Building Materials & Technology Promotion Council (BMTPC), with necesasary

profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of

second class teak wood of size 20x15 mm in centre of each tile and bottom and top of

26.3 work height, 40x15mm placed at ends of each tile. The cladding shall be laid over Sqm 0.00 6283.85 6,912.24 0.00

backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two

layers, first layer on wall surface before fixing wooden frame and second layer on frame

under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum &

minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction

of the Engineer in-charge.

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)

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

26.87 minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and 0.00 0.00

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

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 0.00 17,100,015.39

NON-SCHEDULE ITEM 0.00

MR-1 Galvalume roofing sheet sqm 0.00 1000.00 0.00

TOTAL OF NON-SCHEDULE ITEM 0.00

62 Digitally signed by PRIYA

GIRLS DORMITORY

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

1 SANITARY FIXTURE 247,019.30 82,421.49

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 225,016.64 3,988.68

3 WATER SUPPLY 202,029.63 0.00

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 845,690.01 86,410.18

TOTAL AMOUNT 845,690.01 86,410.18

GRAND TOTAL 932,100.18

GRAND TOTAL 932,100.18

Digitally signed by PRIYA

NBCC (INDIA) LTD

NAME OF PROJECT : CONSTRUCTION OF PHASE -B WORK AT JNV PALAMU -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 8 6,767.40 7,444.14 59,553.12

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 3 6,515.55 7,167.11 21,501.32

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

Digitally signed by PRIYA

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) 247,019.30

Digitally signed by PRIYA

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 3 2,725.02 8,175.06

Providing and fixing 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 single towel rail 600 mm long, stainless steel complete in all

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 21 1,089.27 22,874.76

Providing & Fixing of SS (U-Type) Grab bar vertical swing, size 600X600 mm pipe

O.D 32 mm , thiickness 2 mm of non slipping grip as per standard specification of

use in disabled toilet complete with brackets suitable for wall installation as per

approved sample complete in all respect.

Providing and fixing Incinerator size (530X250X250 MM) complete in all respect

capacity 50-100 pad/day heater 900 -1000 watt ,mild steel power coated body 15

mm auto cutoff 25 mm thickness ceramic insullation for excellent thermal

protection weight mimimum 15 kg complete in all respect

SUB TOTAL( NS-SANITARY FIXTURE) 82,421.49

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 IS:15905

17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Digitally signed by PRIYA

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 IS:15905

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 :

Digitally signed by PRIYA

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 32 432.05 475.26 15,208.16

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) 225,016.64

Digitally signed by PRIYA

NS-9 Providing and fixing End plug/cap complete in all respect Each 6 165.15 990.92

NS-10 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

Digitally signed by PRIYA

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

Digitally signed by PRIYA

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

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)

Digitally signed by PRIYA

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

Digitally signed by PRIYA

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 :

Digitally signed by PRIYA

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)

Digitally signed by PRIYA

NBCC INDIA LIMITED

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

GENERAL ABSTRACT OF COST

COST AS PER DSR AS PER MARKET

S.NO. DESCRIPTION TOTAL

2023 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 2,277,704.39 0.00 2,277,704.39

2.0 INTERNAL PLUMBING WORKS 209,812.65 37,867.95 247,680.61

Digitally signed by PRIYA

NBCC (INDIA) LTD

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

BILL OF QUANTITY (CIVIL ITEMS)

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

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 45.80 196.00 215.60 9,874.48

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

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.2 Ordinary or hard rock cum -2.46 227.40 250.14 -615.34

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 sqm 0.00 34.15 37.57 0.00

76 Digitally signed by PRIYA

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

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

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

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

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

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 0.00 764.95 841.45 0.00

5.9.16 Edges of slabs and breaks in floors and walls. 0.00

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

77 Digitally signed by PRIYA

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

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

5.26 Providing and filling in position, blown bitumen in expansion joints. cum 0.00 74,854.65 82,340.12 0.00

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 0.00 28,212.60 31,033.86 0.00

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 0.00 655.75 721.33 0.00

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

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 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.

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 4.59 7,132.25 7,845.48 36,010.73

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

designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 27.16 9,105.95 10,016.55 272,049.36

78 Digitally signed by PRIYA

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

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 10.00 1,150.50 1,265.55 12,655.50

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

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).

6.47 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).

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining

(veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1

cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement

: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured

to the backing by means of cramps, which shall be paid for separately).

8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra

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

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

cut edges etc. complete.

8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing

with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in

stones and embedding the cramp in the hole (fastener to be paid separately).

79 Digitally signed by PRIYA

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

8.7.2 Stainless steel cramps kg 0.00 624.95 687.45 0.00

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 cum

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

9.1.1 Second class teak wood sqm 0.00 142,949.70 157,244.67 0.00

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 7.33 2,392.65 2,631.92 19,291.94

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 0.00 462.35 508.59 0.00

shutter to be measured).

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 7.33 106.70 117.37 860.32

Providing and fixing wooden moulded beading to door and window frames with iron

screws ,plugs and priming coat unexposed surface etc.complete.

9.40.1 2nd class teak wood

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 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)

80 Digitally signed by PRIYA

Qty DSR 2023 RATE

DESCRIPTION Unit DSR Amount

Rounded Rate Including Cost

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)

9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors,

(weighting not less than 450 gms)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

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.

9.81 Providing and fixing bright finished brass handles with screws etc. complete:

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary

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 5.00 39.60 43.56 217.80

9.101.2 Twin rubber stopper Each 0.00 62.25 68.48 0.00

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