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| # | Company | Amount |
|---|---|---|
| 1 | ₹3.7 Cr MOHALLA MANIKA PO PS MANIKA DIS LATEHAR JHARKHAND MAIL ID SSCONSKUMAR GMAIL COM | ₹3.7 Cr |
Tender Value
₹4.8 Cr
EMD Value
₹4.8 L
Closing Date
6 Mar 2026, 11:00 amClosed
Construction of Phase-B (Bal.) of permanent campus at JNV Jamtara (Jharkhand)
NBCC/SBG/etender/2026/180
NBCC/SBG/etender/2026/180
Open Tender-Domestic
Civil Works General
Jamtara, Jharkhand
₹11,800
₹4.8 L
27 Feb 2026
27 Feb 2026
6 Mar 2026
6 Mar 2026
GENERAL ABSTRACT OF COST - BOYS DORMITORY WITH WARDEN RESIDENCE
AMOUNT AS PER DSR AMOUNT AS PER
S.NO. DESCRIPTION TOTAL (Rs.)
2023 (RS.) MARKET RATE (RS.)
2.0 INTERNAL PLUMBING WORKS 971,005.02 375,020.66 1,346,025.69
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
1.0 CARRIAGE OF MATERIAL
1.1 By Mechanical Transport including loading,unloading and stacking
1.1.4 Carriage of excavated rock
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and for all lift, as
directed by Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation over areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan),
2.7 including disposal of excavated earth, for all leads and lifts, disposed earth to be levelled 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 0.00 0.00
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 495.99 209.78 104,048.19
ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical
transport upto a lead of 5km also including ramming and watering of the earth in layers
not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for
2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at
site of work and including watering dressing etc. required for proper completion of work. 40.00 2,273.05 90,921.99
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 0.00 0.00
2.28.1 All kinds of soil 0.00 36.55 0.00
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%. 80.00 251.25 20,100.23
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/ 107.50 57.21 6,149.81
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 25.20 46.02 1,159.78
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 0.00 0.00
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) 0.69 10,590.83 7,307.67
4.3 Centering and shuttering including strutting, propping etc. and removal
of form work for
4.3.1 Foundations, footings, bases for columns 108.95 419.72 45,728.29
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 80.62 801.98 64,655.29
necessary excavation, levelling & dressing & finishing the top smooth.
RCC WORK 0.00 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity 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. 191.70 419.72 80,459.97
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. 566.57 992.44 562,284.28
5.9.4 Shelves (Cast in situ) 0.00 992.44 0.00
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 621.57 788.17 489,902.16
5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts 688.25 1,028.88 708,126.24
5.9.7 Stairs, (excluding landings) except spiral-staircases. 30.39 818.73 24,881.08
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. 74.55 1,017.96 75,889.09
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. 8062.28 115.43 930,643.94
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. 10400.10 115.43 1,200,502.84
5.26 Providing and filling in position, blown bitumen in expansion joints. 0.30 80,116.93 24,035.08
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 1.26 30,195.95 38,046.89
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 4.85 701.85 3,403.97
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 0.00 0.00
pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost
of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge, for the following grades of
5.33.1 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 81.22 10,172.93 826,245.69
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 113.36 10,553.59 1,196,354.52
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) 79.01 7,633.65 603,164.23
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 0.00 0.00
all shapes and sizes in:
6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) 0.00 9,746.10 0.00
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) 0.00 1,231.38 0.00
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 64.20 63.63 4,085.00
(1 cement : 4 fine sand).
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125
mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185
(Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 17.23 10,912.19 188,017.04
cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm
dia M.S. bars at every third course of masonry work.
6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to
300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to
IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at
sill level and lintel level with approved block laying polymer modified adhesive mortar all 103.00 8,919.51 918,709.08
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 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 0.00 0.00
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 0.00 0.00
8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red 0.00 0.00
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. 0.00 0.00
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).
8.7.2 Stainless steel cramps 0.00 764.62 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. 0.00 0.00
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 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)
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 242.00 1,357.09 328,415.03
: 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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
WOOD WORK: 0.00 0.00
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 0.24 152,999.06 36,719.78
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and
clerestory windows, fixing with butt hinges of required size with necessary screws,
excluding panelling which will be paid for separately, all complete as per direction of 0.00 0.00
Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
9.5.1 Second class teak wood 0.00 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 7.88 188.80 1,487.75
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
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 17.48 494.85 8,650.03
shutter to be measured).
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
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. 386.19 255.11 98,519.39
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 30.60 914.73 27,990.80
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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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 32.00 42.38 1,356.28
9.101.2 Twin rubber stopper 0.00 77.44 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) 5.00 42.49 212.45
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 0.00 527.34 0.00
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’ 0.00 0.00
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
9.120.1 30 mm thick plain PVC door shutters 0.00 3,406.71 0.00
9.127 Providing & Fixing decorative high pressure laminated sheet of plain
/ wood grain in gloss / matt/ suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to
IS : 2046 Type S, including cost of adhesive of approved quality.
9.139 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 0.00 8,954.29 0.00
approved 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.
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 0.00 2,357.76 0.00
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 in the opening along with factory made template for SS ball bearing
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 0.00 12,862.76 0.00
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
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 0.00 46,748.19 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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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. 7.71 3,028.15 23,347.01
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 0.00 143.10 0.00
approved 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
including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 0.00 6,212.40 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 0.00 0.00
means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock
strikeplate and shock absorbers as specified and applying a coat of approved steel
primer after pre-treatment of the surface as directed by Engineerin- charge:
10.14.2.2 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
primer, including welding and bolted with special shaped washers etc. complete.
10.16.2 Hot finished seamless type tubes 0.00 220.86 0.00
10.16.3 Electric resistance or induction butt welded tubes 0.00 208.07 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
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 268.13 184.73 49,532.67
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 , 0.00 0.00
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 230.40 826.70 190,471.62
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
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 0.00 1,130.40 0.00
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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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 15.88 1,130.61 17,954.11
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey
cement slurry mixed with pigment to match the shade of the slab, including rubbing and
polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm
(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey
cement slurry mixed with pigment to match the shade of the slabs, including rubbing and
polishing complete.
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron
screws complete with :
11.33.1 Second class teak wood 0.00 4,825.93 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 0.00 1,173.64 0.00
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.
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 0.00 0.00 0.00
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 0.00
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 0.00 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. 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-
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 0.00 0.00 0.00
cement slurry admixed with pigment of matching shade including rubbing, curing and
polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in
linear as well as curvilinear portions of the building all complete as per the architectural
drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white 0.00 0.00 0.00
cement slurry admixed with pigment of matching shade including rubbing , curing and
polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 0.00 4,796.34 0.00
11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
ROOFING 0.00 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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 0.00 177.88 0.00
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 : 4.00 319.22 1,276.87
3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing
the outlet complete.
12.45 Providing and fixing false ceiling at all height including providing and
fixing of frame work made of special sections, power pressed from
M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both 0.00 0.00
side inclusive) as per IS : 277 and consisting of angle cleats of size
25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at
1200 mm centre to centre, one flange fixed to the ceiling with dash
12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board 12.00 1,636.60 19,639.15
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-
7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.
Sheet should have protective guard film of 25 microns minimum to avoid scratches
during transportation and should be supplied in single length upto 12 metre or as desired
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) 0.00 1,406.05 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 0.00 0.00
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
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 2,214.18 0.00
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.
12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of
Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part | and
laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 60.60 2,370.88 143,675.03
micron metalized polyester on the back side with all edges sealed with the face side PVC
film which goes around and wraps the edges and is bonded to the edges and the back
side metalized polyester film so as to make the tile a completely sealed unit.
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’ 0.00 2,309.87 0.00
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
12.60 main’T’ at 600
Providing and mm centre
fixing to centre
thermal to formofa ceiling
insulation grid of 1200x600 mm insulation)
(under deck and secondary
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) 0.00 713.94 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 of mix : 0.00 0.00
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NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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) 0.00 409.92 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 524.59 555.00 291,149.58
plaster 1:6 (1 cement : 6 fine sand).
13.16 6 mm cement plaster of mix : 0.00 0.00
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) 0.00 424.53 0.00
13.21 Extra for providing and mixing water proofing material in cement per bag of
plaster work in proportion recommended by the manufacturers.
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) 0.00 41.80 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 0.00 0.00
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 : 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 &
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.
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even
13.61.1 Two or more coats on new work 181.20 166.86 30,234.99
13.62 Painting with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade : 0.00 0.00
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint
of approved brand and manufacture
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile
Organic Compound ) content less than 50 grams/ litre of approved brand and
manufacture, including applying additional coats wherever required to achieve even
shade and colour.
13.80 Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the surface 1096.80 167.02 183,187.88
even and smooth complete.
13.114 Melamine polishing on wood work (one or more coat). 0.00 147.81 0.00
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 66.37 1,040.33 69,046.81
50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all
complete as per the direction of Engineer-in-charge.
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete
from batching plant. The ready mixed concrete shall be laid and finished 0.96 10,514.41 10,093.84
with screed board vibrator , vacuum dewatering process and finally finished
by floating, brooming with wire brush etc. complete as per specifications
ALUMINIUM WORK: 0.00 0.00
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NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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
rubber / neoprene gasket required (Fittings shall be paid for separately)
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 83.87 1,611.07 135,120.36
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 523.44 103.55 54,203.01
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 107.00 95.68 10,238.28
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 0.00 683.23 0.00
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 0.00 5,700.31 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
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
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. 0.00 1,622.15 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 0.00 0.00 0.00
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 0.00 2,167.04 0.00
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NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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
(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 0.00 0.00
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. 0.00 1,803.03 0.00
STRUCTURAL GLAZING: 0.00 0.00
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
25.1 microns conforming to AAMA 2604 of required colour and shade as approved by the 0.00 0.00 0.00
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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NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
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
25.2 and profiles etc. to accommodate 3 Dimentional movement for 0.00 0.00 0.00
achieving perfect verticality and fixing structural glazing system
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
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
25.3 surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 0.00 0.00 0.00
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
Extra for and as directed
openable side by the hung
/ top Engineer-in-Charge. The (IGUs)
vision glass panels IGUs shall be assembled
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 4 -point cremone locking sets with stainless steel plates, handles, buffers etc.
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
NEW TECHNOLOGIES AND MATERIALS 0.00 6,725.60 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
26.3 approved colour, texture and finish, having Performance Appraisal Certificate (PAC) 0.00 0.00 0.00
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
Providing andteak wood
fixing of size
factory made20x15 mm
single in centre
extruded of each
WPC (Wood tile Polymer
and bottom and top of
Composite) solid
door/window/clerestory windows & desertory other Frames/Chowkhat
comprising of virgin PVC 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) fabricated with miter joints after
applying PVC solvent cement and screwed with full body threaded star headed SS
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid
plain flush door shutter of required size comprising of virgin polymer of K value 58-60
26.87 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice 0.00 0.00
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
TOTAL OF SCHEDULE ITEM 15,246,648.90
NON-SCHEDULE ITEM
MR-1 Providing and fixing 8 mm thick plywood on top of RCC beds and in RCC parttion.
Finished as per direction of Engineer-In- Charge. 186.62 209,201.02
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF BOYS DORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - BOYS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
with Cost Index
Quantity Amount
MR-2 A.“ Roofing Rate Analysis, Self Supported GalvalumeTrussless Roofing “Supplying and Installation
of Proflex Self Supported Arch Shaped Galvalume Roofing made up of Superior Quality Structural
Grade Steel, having Base Metal Thicknesses 1.20 MM BMT & 1.25 APT Thickness Tolerance (+/-
0.03MM), Coil Width of 912MM (+/- 2
MM), and, Profile width of 625 MM (+/- 10MM). Colour Coated Galvalume Sheets complied to
ASTM A792 Standards with Coating mass AZ 150, Yield Strength 350 MPA minimum to be used.
Fabrication and Installation of Self-Supported Roofing to be carried out using Hydraulic Profile
Machines and joined by mechanical seamers
only. (Detailed description is attached with rate analysis )
B.Tools & Tackles including transportation charges from Ahmedabad to
Assam and return back to Ahmedabad from (Considering Average
output of 150 SQM/Day @ 8 hours one shift )
C.40 Nos Labor Charges including manpower :
labor , supervisor , engineer , draftsman , State
Entry taxes , machine operators , site inspection
TOTAL OF NON-SCHEDULE ITEM 2,515,641.02
Digitally signed by PRIYA
NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ABSTRACT-BOYS DORMITORY
S.NO DESCRIPTION (DSR-2023 AMOUNT) NON SCHEDULED AMOUNT
1 SANITARY FIXTURE 272,687.66 121,388.73
2 SOIL ,WASTE & VENT PIPES AND FITTINGS 287,806.06 4,783.92
4 RAIN WATER PIPING WORK 43,651.12 0.00
5 SEWERAGE & DRAINAGE 86,540.82 0.00
6 EARTH WORK 3,921.06 0.00
TOTAL AMOUNT 971,005.02 375,020.66
TOTAL AMOUNT 971,005.02 375,020.66
GRAND TOTAL 1,346,025.69
GRAND TOTAL 1,346,025.69
Digitally signed by PRIYA
NBCC (INDIA) LTD
NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE:BOYS DORMITORY (PLUMBING ITEMS)
DESCRIPTION OF ITEM Rate (DSR -2023
DSR -2023 /NS with Cost Index AMOUNT
ITEM No. and Correction (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.
17.1 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:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral
type foot rests
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,
17.2 including flush pipe, with manually controlled device (handle lever), conforming 0.0 0.00 0.00
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
17.4 with automatic flushing cistern with standard flush pipe and C.P. brass spreaders 0.0 0.00 0.00
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 3.0 6,698.74 20,096.22
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
8.1 chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 0.0 0.00 0.00
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 5.0 4,336.70 21,683.48
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 0.0 0.00 0.00
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 0.0 0.00 0.00
and brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board 0.0 0.00 0.00
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make
17.22A and as per the direction of Engineerin- 11.0 1,107.55 12,183.01
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make
17.22 B as approved by Engineer in charge. 0.0 0.00 0.00
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 : 0.00 0.00
Digitally signed by PRIYA
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
Providing and fixing uplasticised PVC connection pipe with brass
18.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 0.0 0.00 0.00
Providing and fixing C.P. brass bib cock of approved quality conforming to
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
18.53 approved quality conforming to IS:8931 0.0 0.00 0.00
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) 0.0 0.00 272,687.66
Providing and fixing C.P. brass 2 Way bib cock with wall flange and Health Faucet
ABS body Cleaning System 1 m Long SS Flexible Tube Wall Hook of approved
quality for European WC pan as per direction of Engineer-in-charge.- 15 mm
Providing and fixing C.P. brass sink mixer with pipe swinging spout (wall
mounted) with connecting legs & wall flanges complete in all respect
Providing and fixing ss waste coupling 32 mm dia full thread with 80 mm height
complete in all respect
Providing and fixing soap tumbler holder complete in all respect
Providing and fixing Stainless steel towel rail 600 mm long, complete in all
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 28.0 1,089.27 30,499.67
Providing & Fixing of Swing type stainless steel Grab bar , O.D 32 mm , use in
NS-7 disabled toilet complete with brackets suitable for wall installation as per 1.0 9,083.40 9,083.40
approved sample complete in all respect.
Bolt touch-free infrared hand dryer with 1150W rated power & carbon brush
NS-8 motor Material: 304 Stainless Steel Finish: Stainless Steel Finish,complete in all 3.0 10,734.93 32,204.78
SUB TOTAL( NS-SANITARY FIXTURE) 0.0 0.00 121,388.73
SOIL ,WASTE & VENT PIPES AND FITTINGS 0.0 0.00
17.35 Providing and fixing soil, waste and vent pipes : 0.0 0.00
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
Digitally signed by PRIYA
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 0.0 0.00 0.00
20 mm nominal size),including cost of cutting holes and making good the walls
Providing and fixing bend of required degree with access door, insertion rubber
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 0.0 0.00 0.00
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. 0.0 0.00 0.00
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 : 0.0 0.00 0.00
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
Sand Cast iron S&S as per IS-3989
Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
SS 304 grade coupling with EPDM rubber gasket
SS 304 grade coupling with EPDM rubber gasket
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast
17.59 (spun) iron pipes of diameter : 0.0 0.00 0.00
Providing and fixing trap of self cleansing design with screwed down or hinged
17.60 grating with or without vent arm complete, including cost of cutting and making 0.0 0.00 0.00
good the walls and floors :
Digitally signed by PRIYA
17.60.1 a) 100 mm inlet and 100 mm outlet 0.0 0.00 0.00
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
17.61 concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm 0.0 0.00 0.00
nominal size), including necessary plaster and pointing in cement mortar 1:4 (1
cement : 4 coarse sand) :
SUB TOTAL( SOIL, WASTE & VENT PIPES) 0.0 0.00 287,806.06
NS-9 Providing and fixing End plug/cap complete in all respect 9.0 165.15 1,486.37
Providing and fixing uPVC SCH-80 pipe for waste (Wash basin/Urinal to Floor
NS-10 trap) with fittings complete in all respect 0.0 0.00 0.00
SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 0.0 0.00 4,783.92
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 0.0 0.00
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 0.0 0.00
18.7.2 20 mm nominal outer dia Pipes 12.0 358.55 4,302.61
18.7.3 25 mm nominal outer dia Pipes 19.2 429.78 8,251.76
18.7.4 32 mm nominal outer dia Pipes 20.4 555.22 11,326.45
18.7.5 40 mm nominal outer dia Pipes 15.6 752.37 11,736.93
18.7.6 50 mm nominal outer dia Pipes 6.0 999.82 5,998.92
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 0.0 0.00 0.00
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 63.6 532.80 33,889.16
18.8.2 20 mm nominal outer dia Pipes 43.2 575.39 24,856.99
18.8.3 25 mm nominal outer dia Pipes 31.2 671.35 20,945.99
18.8.4 32 mm nominal outer dia Pipes 12.0 791.27 9,495.27
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting
18.10 and making good the walls etc. 0.0 0.00 0.00
Internal work-Exposed on wall 0.0 0.00 0.00
Digitally signed by PRIYA
Providing and fixing gun metal gate valve with C.I. wheel of approved
18.17 quality (screwed end) : 0.0 0.00 0.00
Providing and fixing gun metal non- return valve of approved quality
32 mm nominal bore
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint
18.40 of approved quality 0.0 0.00 0.00
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) 0.0 0.00 276,398.30
NON SCHEDULED ( WATER SUPPLY )
Providing & Fixing Stainless Steel Water Cooler Size L ,Number of faucets-
2,Cooling Capacity - 40 L/h ,Storage capacity-80 L ,Refrigerant - R-134a eco
friendly (Non CFC) USP- #High-quality stainless steel tank and components for
safe drinking water # Reliable reciprocating compressor for longer product life
#Accessories: Water inlet hosepipe and overflow pipes provided with the unit
#Specially designed float valves made of food-grade plastic #Adjustable
pedestals made of highly non-corrosive and strong material including Water
Purifier (RO) of 25 ltr/hour with minimum tank capacity of 6 ltr.
Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50
Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all
SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 0.0 0.00 248,848.01
RAIN WATER PIPING 0.0 0.00
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. 8.0 58.55 468.36
Digitally signed by PRIYA
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 0.0 0.00 0.00
: 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.
12.42.2 Single push fit Coupler 0.0 0.00 0.00
12.42.3 Single tee with door 0.0 0.00 0.00
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) 0.0 0.00 43,651.12
SEWERAGE & DRAINAGE 0.0 0.00
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 0.0 0.00
not less than 2.70kg as per standard design:
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
19.7 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with 0.0 0.00 0.00
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
Digitally signed by PRIYA
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
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 0.0 0.00 0.00
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) 0.0 0.00 86,540.82
EARTH WORK 0.0 0.00
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 0.0 0.00
lift upto 1.5 m, as directed by Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 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 6.0 376.91 2,261.44
SUB TOTAL( EARTH WORK)
Digitally signed by PRIYA
NBCC INDIA LIMITED
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLS DORMITORY , JNV JAMTARA JHARKHAND
GENERAL ABSTRACT OF COST - GIRLS DORMITORY WITH WARDEN RESIDENCE
AMOUNT AS PER DSR AMOUNT AS PER
S.NO. DESCRIPTION TOTAL (Rs.)
2023 (RS.) MARKET RATE (RS.)
2.0 INTERNAL PLUMBING WORKS 926,239.86 370,663.57 1,296,903.43
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
1.0 CARRIAGE OF MATERIAL
1.1 By Mechanical Transport including loading,unloading and stacking
1.1.4 Carriage of excavated rock
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and for all lift, as
directed by Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation over areas (exceeding 30cm in depth , 1.5 m in width or 10 sqm on plan),
2.7 including disposal of excavated earth, for all leads and lifts, disposed earth to be levelled 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 0.00 0.00
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 495.99 209.78 104,048.19
ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical
transport upto a lead of 5km also including ramming and watering of the earth in layers
not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for
2.27 Sand filling in plinth including supply of necessary quantity of sand from any distance at
site of work and including watering dressing etc. required for proper completion of work. 40.00 2,273.05 90,921.99
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 0.00 0.00
2.28.1 All kinds of soil 0.00 36.55 0.00
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%. 80.00 251.25 20,100.23
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/ 107.50 57.21 6,149.81
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 25.20 46.02 1,159.78
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 0.00 0.00
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) 0.69 10,590.83 7,307.67
4.3 Centering and shuttering including strutting, propping etc. and removal
of form work for
4.3.1 Foundations, footings, bases for columns 108.95 419.72 45,728.29
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 80.62 801.98 64,655.29
necessary excavation, levelling & dressing & finishing the top smooth.
RCC WORK 0.00 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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. 191.70 419.72 80,459.97
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. 566.57 992.44 562,284.28
5.9.4 Shelves (Cast in situ) 0.00 992.44 0.00
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 621.57 788.17 489,902.16
5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts 688.25 1,028.88 708,126.24
5.9.7 Stairs, (excluding landings) except spiral-staircases. 30.39 818.73 24,881.08
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. 74.55 1,017.96 75,889.09
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. 8062.28 115.43 930,643.94
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. 10400.10 115.43 1,200,502.84
5.26 Providing and filling in position, blown bitumen in expansion joints. 0.30 80,116.93 24,035.08
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 1.26 30,195.95 38,046.89
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 4.85 701.85 3,403.97
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 0.00 0.00
pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost
of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge, for the following grades of
5.33.1 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 81.22 10,172.93 826,245.69
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 113.36 10,553.59 1,196,354.52
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) 78.94 7,633.65 602,614.49
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 0.00 0.00
all shapes and sizes in:
6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) 0.00 9,746.10 0.00
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) 0.00 1,231.38 0.00
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 64.20 63.63 4,085.00
(1 cement : 4 fine sand).
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125
mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185
(Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 17.23 10,912.19 188,017.04
cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm
dia M.S. bars at every third course of masonry work.
6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to
300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to
IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at
sill level and lintel level with approved block laying polymer modified adhesive mortar all 103.00 8,919.51 918,709.08
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 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 0.00 0.00
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 0.00 0.00
8.2.3 Granite stone slab of all colour and texture except black, Cherry/Ruby red 0.00 0.00
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. 0.00 0.00
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).
8.7.2 Stainless steel cramps 0.00 764.62 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. 0.00 0.00
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 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)
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 242.37 1,357.09 328,917.15
: 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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
WOOD WORK: 0.00 0.00
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 0.24 152,999.06 36,719.78
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and
clerestory windows, fixing with butt hinges of required size with necessary screws,
excluding panelling which will be paid for separately, all complete as per direction of 0.00 0.00
Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
9.5.1 Second class teak wood 0.00 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 7.88 188.80 1,487.75
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
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 17.48 494.85 8,650.03
shutter to be measured).
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
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. 386.19 255.11 98,519.39
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 30.60 914.73 27,990.80
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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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 32.00 42.38 1,356.28
9.101.2 Twin rubber stopper 0.00 77.44 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) 5.00 42.49 212.45
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 0.00 527.34 0.00
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’ 0.00 0.00
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
9.120.1 30 mm thick plain PVC door shutters 0.00 3,406.71 0.00
9.127 Providing & Fixing decorative high pressure laminated sheet of plain
/ wood grain in gloss / matt/ suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to
IS : 2046 Type S, including cost of adhesive of approved quality.
9.139 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 0.00 8,954.29 0.00
approved 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.
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 0.00 2,357.76 0.00
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 in the opening along with factory made template for SS ball bearing
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 0.00 12,862.76 0.00
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
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 0.00 46,748.19 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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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. 7.71 3,028.15 23,347.01
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 0.00 143.10 0.00
approved 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
including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 0.00 6,212.40 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 0.00 0.00
means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock
strikeplate and shock absorbers as specified and applying a coat of approved steel
primer after pre-treatment of the surface as directed by Engineerin- charge:
10.14.2.2 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
primer, including welding and bolted with special shaped washers etc. complete.
10.16.2 Hot finished seamless type tubes 0.00 220.86 0.00
10.16.3 Electric resistance or induction butt welded tubes 0.00 208.07 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
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 268.13 184.73 49,532.67
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 , 0.00 0.00
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 230.40 826.70 190,471.62
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
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 0.00 1,130.40 0.00
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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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 15.88 1,130.61 17,954.11
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey
cement slurry mixed with pigment to match the shade of the slab, including rubbing and
polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm
(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey
cement slurry mixed with pigment to match the shade of the slabs, including rubbing and
polishing complete.
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron
screws complete with :
11.33.1 Second class teak wood 0.00 4,825.93 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 0.00 1,173.64 0.00
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.
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 0.00 0.00 0.00
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 0.00
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 0.00 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. 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-
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 0.00 0.00 0.00
cement slurry admixed with pigment of matching shade including rubbing, curing and
polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in
linear as well as curvilinear portions of the building all complete as per the architectural
drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white 0.00 0.00 0.00
cement slurry admixed with pigment of matching shade including rubbing , curing and
polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 0.00 4,796.34 0.00
11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
ROOFING 0.00 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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 0.00 177.88 0.00
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 : 4.00 319.22 1,276.87
3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing
the outlet complete.
12.45 Providing and fixing false ceiling at all height including providing and
fixing of frame work made of special sections, power pressed from
M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both 0.00 0.00
side inclusive) as per IS : 277 and consisting of angle cleats of size
25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at
1200 mm centre to centre, one flange fixed to the ceiling with dash
12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board 12.00 1,636.60 19,639.15
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-
7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.
Sheet should have protective guard film of 25 microns minimum to avoid scratches
during transportation and should be supplied in single length upto 12 metre or as desired
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) 0.00 1,406.05 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 0.00 0.00
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
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 2,214.18 0.00
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.
12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of
Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part | and
laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 60.60 2,370.88 143,675.03
micron metalized polyester on the back side with all edges sealed with the face side PVC
film which goes around and wraps the edges and is bonded to the edges and the back
side metalized polyester film so as to make the tile a completely sealed unit.
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’ 0.00 2,309.87 0.00
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
12.60 main’T’ at 600
Providing and mm centre
fixing to centre
thermal to formofa ceiling
insulation grid of 1200x600 mm insulation)
(under deck and secondary
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) 0.00 713.94 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 of mix : 0.00 0.00
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):
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
13.2.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) 0.00 409.92 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 524.59 555.00 291,149.58
plaster 1:6 (1 cement : 6 fine sand).
13.16 6 mm cement plaster of mix : 0.00 0.00
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) 0.00 424.53 0.00
13.21 Extra for providing and mixing water proofing material in cement per bag of
plaster work in proportion recommended by the manufacturers.
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) 0.00 41.80 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 0.00 0.00
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 : 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 &
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.
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even
13.61.1 Two or more coats on new work 181.20 166.86 30,234.99
13.62 Painting with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade : 0.00 0.00
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint
of approved brand and manufacture
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile
Organic Compound ) content less than 50 grams/ litre of approved brand and
manufacture, including applying additional coats wherever required to achieve even
shade and colour.
13.80 Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the surface 1096.80 167.02 183,187.88
even and smooth complete.
13.114 Melamine polishing on wood work (one or more coat). 0.00 147.81 0.00
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 66.37 1,040.33 69,046.81
50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all
complete as per the direction of Engineer-in-charge.
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete
from batching plant. The ready mixed concrete shall be laid and finished 0.96 10,514.41 10,093.84
with screed board vibrator , vacuum dewatering process and finally finished
by floating, brooming with wire brush etc. complete as per specifications
ALUMINIUM WORK: 0.00 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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
rubber / neoprene gasket required (Fittings shall be paid for separately)
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 83.87 1,611.07 135,120.36
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 523.44 103.55 54,203.01
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 107.00 95.68 10,238.28
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 0.00 683.23 0.00
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 0.00 5,700.31 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
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
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. 0.00 1,622.15 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 0.00 0.00 0.00
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 0.00 2,167.04 0.00
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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
(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 0.00 0.00
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. 0.00 1,803.03 0.00
STRUCTURAL GLAZING: 0.00 0.00
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
25.1 microns conforming to AAMA 2604 of required colour and shade as approved by the 0.00 0.00 0.00
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.
Digitally signed by PRIYA
NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
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
25.2 and profiles etc. to accommodate 3 Dimentional movement for 0.00 0.00 0.00
achieving perfect verticality and fixing structural glazing system
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
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
25.3 surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 0.00 0.00 0.00
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
Extra for and as directed
openable side by the hung
/ top Engineer-in-Charge. The (IGUs)
vision glass panels IGUs shall be assembled
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 4 -point cremone locking sets with stainless steel plates, handles, buffers etc.
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
NEW TECHNOLOGIES AND MATERIALS 0.00 6,725.60 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
26.3 approved colour, texture and finish, having Performance Appraisal Certificate (PAC) 0.00 0.00 0.00
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
Providing andteak wood
fixing of size
factory made20x15 mm
single in centre
extruded of each
WPC (Wood tile Polymer
and bottom and top of
Composite) solid
door/window/clerestory windows & desertory other Frames/Chowkhat
comprising of virgin PVC 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) fabricated with miter joints after
applying PVC solvent cement and screwed with full body threaded star headed SS
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid
plain flush door shutter of required size comprising of virgin polymer of K value 58-60
26.87 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice 0.00 0.00
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
TOTAL OF SCHEDULE ITEM 15,226,291.18
NON-SCHEDULE ITEM
MR-1 Providing and fixing 8 mm thick plywood on top of RCC beds and in RCC parttion.
Finished as per direction of Engineer-In- Charge. 186.62 209,201.02
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NBCC (INDIA) LTD
SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF GIRLSDORMITORY WITH WARDEN RESIDENCE, JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE - GIRLS DORMITORY WITH WARDEN RESIDENCE (CIVIL ITEMS)
DSR 2023 DESCRIPTION
Rate (DSR -2023
CODE NO. DSR Amount / Market
Quantity with Cost Index
Rounded and Correction
MR-2 A.“ Roofing Rate Analysis, Self Supported GalvalumeTrussless Roofing “Supplying and Installation
of Proflex Self Supported Arch Shaped Galvalume Roofing made up of Superior Quality Structural
Grade Steel, having Base Metal Thicknesses 1.20 MM BMT & 1.25 APT Thickness Tolerance (+/-
0.03MM), Coil Width of 912MM (+/- 2
MM), and, Profile width of 625 MM (+/- 10MM). Colour Coated Galvalume Sheets complied to
ASTM A792 Standards with Coating mass AZ 150, Yield Strength 350 MPA minimum to be used.
Fabrication and Installation of Self-Supported Roofing to be carried out using Hydraulic Profile
Machines and joined by mechanical seamers
only. (Detailed description is attached with rate analysis )
B.Tools & Tackles including transportation charges from Ahmedabad to
Assam and return back to Ahmedabad from (Considering Average
output of 150 SQM/Day @ 8 hours one shift )
C.40 Nos Labor Charges including manpower :
labor , supervisor , engineer , draftsman , State
Entry taxes , machine operators , site inspection
TOTAL OF NON-SCHEDULE ITEM 2,515,641.02
Digitally signed by PRIYA
NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ABSTRACT-GIRLS DORMITORY
S.NO DESCRIPTION (DSR-2023 AMOUNT) NON SCHEDULED AMOUNT
1 SANITARY FIXTURE 230,907.97 117,031.64
2 SOIL ,WASTE & VENT PIPES AND FITTINGS 287,806.06 4,783.92
4 RAIN WATER PIPING WORK 43,651.12 0.00
5 SEWERAGE & DRAINAGE 86,540.82 0.00
6 EARTH WORK 3,921.06 0.00
TOTAL AMOUNT 926,239.86 370,663.57
TOTAL AMOUNT 926,239.86 370,663.57
GRAND TOTAL 1,296,903.43
GRAND TOTAL 1,296,903.43
Digitally signed by PRIYA
NBCC (INDIA) LTD
NAME OF THE PROJECT: CONSTRUCTION OF PHASE-B WORK AT JAWAHAR NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE:GIRLS DORMITORY (PLUMBING ITEMS)
DESCRIPTION OF ITEM Rate (DSR -2023
DSR -2023 /NS with Cost Index AMOUNT
ITEM No. and Correction (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.
17.1 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:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral
type foot rests
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,
17.2 including flush pipe, with manually controlled device (handle lever), conforming 0.0 0.00 0.00
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
17.4 with automatic flushing cistern with standard flush pipe and C.P. brass spreaders 0.0 0.00 0.00
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 0.0 6,698.74 0.00
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
8.1 chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 0.0 0.00 0.00
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 0.0 4,336.70 0.00
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 0.0 0.00 0.00
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 0.0 0.00 0.00
and brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board 0.0 0.00 0.00
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make
17.22A and as per the direction of Engineerin- 11.0 1,107.55 12,183.01
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make
17.22 B as approved by Engineer in charge. 0.0 0.00 0.00
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 : 0.00 0.00
Digitally signed by PRIYA
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
Providing and fixing uplasticised PVC connection pipe with brass
18.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 0.0 0.00 0.00
Providing and fixing C.P. brass bib cock of approved quality conforming to
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
18.53 approved quality conforming to IS:8931 0.0 0.00 0.00
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) 0.0 0.00 230,907.97
Providing and fixing C.P. brass 2 Way bib cock with wall flange and Health Faucet
ABS body Cleaning System 1 m Long SS Flexible Tube Wall Hook of approved
quality for European WC pan as per direction of Engineer-in-charge.- 15 mm
Providing and fixing C.P. brass sink mixer with pipe swinging spout (wall
mounted) with connecting legs & wall flanges complete in all respect
Providing and fixing ss waste coupling 32 mm dia full thread with 80 mm height
complete in all respect
Providing and fixing soap tumbler holder complete in all respect
Providing and fixing Stainless steel towel rail 600 mm long, complete in all
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 24.0 1,089.27 26,142.58
Providing & Fixing of Swing type stainless steel Grab bar , O.D 32 mm , use in
NS-7 disabled toilet complete with brackets suitable for wall installation as per 1.0 9,083.40 9,083.40
approved sample complete in all respect.
Bolt touch-free infrared hand dryer with 1150W rated power & carbon brush
NS-8 motor Material: 304 Stainless Steel Finish: Stainless Steel Finish,complete in all 3.0 10,734.93 32,204.78
SUB TOTAL( NS-SANITARY FIXTURE) 0.0 0.00 117,031.64
SOIL ,WASTE & VENT PIPES AND FITTINGS 0.0 0.00
17.35 Providing and fixing soil, waste and vent pipes : 0.0 0.00
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
Digitally signed by PRIYA
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 0.0 0.00 0.00
20 mm nominal size),including cost of cutting holes and making good the walls
Providing and fixing bend of required degree with access door, insertion rubber
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 0.0 0.00 0.00
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. 0.0 0.00 0.00
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 : 0.0 0.00 0.00
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
Sand Cast iron S&S as per IS-3989
Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
SS 304 grade coupling with EPDM rubber gasket
SS 304 grade coupling with EPDM rubber gasket
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast
17.59 (spun) iron pipes of diameter : 0.0 0.00 0.00
Providing and fixing trap of self cleansing design with screwed down or hinged
17.60 grating with or without vent arm complete, including cost of cutting and making 0.0 0.00 0.00
good the walls and floors :
Digitally signed by PRIYA
17.60.1 a) 100 mm inlet and 100 mm outlet 0.0 0.00 0.00
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
17.61 concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm 0.0 0.00 0.00
nominal size), including necessary plaster and pointing in cement mortar 1:4 (1
cement : 4 coarse sand) :
SUB TOTAL( SOIL, WASTE & VENT PIPES) 0.0 0.00 287,806.06
NS-9 Providing and fixing End plug/cap complete in all respect 9.0 165.15 1,486.37
Providing and fixing uPVC SCH-80 pipe for waste (Wash basin/Urinal to Floor
NS-10 trap) with fittings complete in all respect 0.0 0.00 0.00
SUB TOTAL NON SCHEDULED ( SOIL, WASTE & VENT PIPES) 0.0 0.00 4,783.92
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 0.0 0.00
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 0.0 0.00
18.7.2 20 mm nominal outer dia Pipes 12.0 358.55 4,302.61
18.7.3 25 mm nominal outer dia Pipes 19.2 429.78 8,251.76
18.7.4 32 mm nominal outer dia Pipes 20.4 555.22 11,326.45
18.7.5 40 mm nominal outer dia Pipes 15.6 752.37 11,736.93
18.7.6 50 mm nominal outer dia Pipes 6.0 999.82 5,998.92
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 0.0 0.00 0.00
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 21.0 532.80 11,188.70
18.8.2 20 mm nominal outer dia Pipes 77.5 575.39 44,571.98
18.8.3 25 mm nominal outer dia Pipes 31.2 671.35 20,945.99
18.8.4 32 mm nominal outer dia Pipes 12.0 791.27 9,495.27
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting
18.10 and making good the walls etc. 0.0 0.00 0.00
Internal work-Exposed on wall 0.0 0.00 0.00
Digitally signed by PRIYA
Providing and fixing gun metal gate valve with C.I. wheel of approved
18.17 quality (screwed end) : 0.0 0.00 0.00
Providing and fixing gun metal non- return valve of approved quality
32 mm nominal bore
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint
18.40 of approved quality 0.0 0.00 0.00
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) 0.0 0.00 273,412.84
NON SCHEDULED ( WATER SUPPLY )
Providing & Fixing Stainless Steel Water Cooler Size L ,Number of faucets-
2,Cooling Capacity - 40 L/h ,Storage capacity-80 L ,Refrigerant - R-134a eco
friendly (Non CFC) USP- #High-quality stainless steel tank and components for
safe drinking water # Reliable reciprocating compressor for longer product life
#Accessories: Water inlet hosepipe and overflow pipes provided with the unit
#Specially designed float valves made of food-grade plastic #Adjustable
pedestals made of highly non-corrosive and strong material including Water
Purifier (RO) of 25 ltr/hour with minimum tank capacity of 6 ltr.
Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50
Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all
SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 0.0 0.00 248,848.01
RAIN WATER PIPING 0.0 0.00
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. 8.0 58.55 468.36
Digitally signed by PRIYA
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 0.0 0.00 0.00
: 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.
12.42.2 Single push fit Coupler 0.0 0.00 0.00
12.42.3 Single tee with door 0.0 0.00 0.00
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) 0.0 0.00 43,651.12
SEWERAGE & DRAINAGE 0.0 0.00
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 0.0 0.00
not less than 2.70kg as per standard design:
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
19.7 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with 0.0 0.00 0.00
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
Digitally signed by PRIYA
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
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 0.0 0.00 0.00
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) 0.0 0.00 86,540.82
EARTH WORK 0.0 0.00
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 0.0 0.00
lift upto 1.5 m, as directed by Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 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 6.0 376.91 2,261.44
SUB TOTAL( EARTH WORK)
Digitally signed by PRIYA
ESTIMATE OF CONSTRUCTION OF BOYS AND GIRLS DORMITORY OF JAWAHAR
NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND.
COST OF ELECTRICAL WORK
S. No. Description of item Schedule Item DSR - 2025 Market Rate
A LT Panels - 482,612.00
B DISTRIBUTION BOARDS 117,738.00 1,039,404.00
C HOT DEEP GI CABLE TRAYS & GI 30,160.00 -
D EARTHING 28,861.00 -
E. LIGHTNING ARRESTOR 51,248.00 -
F INTERNAL WIRING: 1,902,076.20 -
G LIGHTING FIXTURE AND FANS - 392,182.00
TOTAL COST FOR DSR + MR 5,097,017
Digitally signed by PRIYA
SCHEDULE OF QUANTITY
Description TOTAL QTY. 2025 DSR Amount MR Rate MR Amount
1 MAIN PANEL SCHOOL BUILDING
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 125 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 160/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
200 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
4 No. 63 amps 4 Pole MCCB 16kA outgoing feeder.
6 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
10 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system protection
from dry running of the pump
SCHOOL BUILDING_as described above. 0 0.00 0
2 MDB-BOYS DORMITIORY
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 100 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 160/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
200 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
3 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
6 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
8 No. 40 amps 2 Pole MCB 16kA outgoing feeder.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system protection
from dry running of the pump
Note : CPRI/NABL Test reports (65 KA short ckt +IP 65
test) for ach panel has to be submitted to department
MDB-BOYS DORMITIORY_as described above. 2 120,653.00 241,306
3.0 MDB- (GIRLS DORMITIORY)
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 100 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 160/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
200 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
3 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
6 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
8 No. 40 amps 2 Pole MCB 16kA outgoing feeder.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system
protection from dry running of the pump
MDB-GIRLS DORMITIORY_as described above. 2 120,653.00 241,306
4.0 MDB- (TYPE-II )
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 100 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 100/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
150 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
3 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
2 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
8 No. 63 amps 2 Pole MCB 16kA outgoing feeder
with space for energy meter.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system
protection from dry running of the pump
MDB-TYPE-II_as described above. 0 0.00 0
5.0 MDB- (TYPE-III )
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 100 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 100/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
150 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
3 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
2 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
10 No. 63 amps 2 Pole MCB 16kA outgoing feeder
with space for energy meter.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system
protection from dry running of the pump
MDB-TYPE-III_as described above. 0 0.00 0
6.0 Guest House, Principal Res., Vice Principal Res., Pump room/STP/ Guard room
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
1No. 125 amps 4P 25 kA, Moulded Case Circuit
Breaker with TM release
Digital electronic VAF meter with and 125/5 Amps 5
VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be provided in all
incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each with 3
nos. 6A SP MCBs.
Phase indicating light shall be protected by 6A MCB. -
200 Amps 4 Pole 25 kA for 1 sec. Alumminium bus
bars with heat coloured shrinkable insulation sleeve. -
2 No. 63 amps 4 Pole MCB 16kA outgoing feeder.
1 No. 40 amps 4 Pole MCB 16kA outgoing feeder.
12 No. 63 amps 2 Pole MCB 16kA outgoing feeder
with space for energy meter.
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system
protection from dry running of the pump
MDB-TYPE-III_as described above. 0 0.00 0
7 MDB-(KITCHEN)
Digitally signed by PRIYA
Design, manufacture, supplying fixing in position of
the following front operated cubicle type, front
access, dead back, 2mm thick steel enclosed free
standing, dust and vermin proof, switchboard with
IP42 protection with hinged and lockable doors
complete with interconnections, tinned copper/Al
crimping lugs, bonding to earth and painting, suitable
for use at 415 volts, 3 phase 4 wire 50 Hertz system,
and suitable for a fault level of 25 kA symmetrical at
415 volts . It should be complete with in all respects
as per techinical specifications.
100 Amps TP+N MCCB with following accessories:
Digital electronic VAF meter with and 100/5 Amps 5
VA, CL 1 CTs . - 1 Set
Phase indicating light shall be protected by 2 Amps
SP MCB's. - 3 Set.
150 Amps TPN aluminium bus bars with heat
shrinkable insulation sleeve. - 1 Set
63 A 4 Pole MCB - 6 No.
40 A 4 Pole MCB - 6 No.
32 A TP+N MCCB - 4 Set
63A TP+N MCCB - 4 Set
Notes: a. All MCCBs shall be of 25 KA breaking capacity
and suitable for motor duty application.
b. Provision shall be made for providing potential free
contacts to all pumps starters for connection to BAS
c. Provision shall be made to ensure system
protection from dry running of the pump
MDB-(KITCHEN PANEL)_ described as above 0 0 0 0
MR TOTAL CARRIED TO SUMMARY 0 482,612
B DISTRIBUTION BOARDS
Supplying and fixing following way, horizontal type three
pole and neutral, sheet steel, MCB distribution board, 415
V, on surface/ recess, complete with tinned copper bus
DSR-2.4 bar, neutral bus bar, earth bar, din bar, interconnections,
powder painted including earthing etc. as required. (But
without MCB/RCCB/Isolator)
DSR-2.4.2 6 way (4 + 18), Double door 1 5299 5,299
Digitally signed by PRIYA
Supplying and fixing 5 amps to 32 amps rating, 240 volts,
'C' series, miniature circuit breaker suitable for inductive
DSR-2.10 load of following poles in the existing MCB DB complete
with connections, testing and commissioning etc. as
Supplying and fixing single pole blanking plate in the
existing MCB DB complete etc. as required. 10 14 140
Supplying and fixing following rating, double pole, (single
phase and neutral), 240 V, residual current circuit breaker
(RCCB), having a sensitivity current 30 mA in the existing
MCB DB complete with connections, testing and
commissioning etc. as required.
Supplying, fixing, connecting, testing and commissioning
of following rating, ISI marked (IS 8828) 240 / 415 volts,
10 KA, Miniature Circuit Breaker (MCB) of single /
double / three / four poles in the existing MCB DB or in
existing MS enclosure complete in all respects.
TOTAL CARRIED TO SUMMARY 117738 1039404
C. HOT DEEP GI CABLE TRAYS & GI RACEWAYS
Supplying and installing following size of perforated Hot
Dipped Galvanised Iron cable tray (galvanisation
thickness not less than 50 microns) with perforation not
DSR-4.6 more than 17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with G.I.
suspenders including G.I. bolts & nuts, etc. as required.
DSR-4.6.1 100 mm width X 50 mm depth X 1.6 mm thickness 40 754 30,160 0
TOTAL CARRIED TO SUMMARY 30160 0
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm
thick including accessories, and providing masonry
DSR-5.4 enclosure with cover plate having locking arrangement
and watering pipe of 2.7 metre long etc. with charcoal/
coke and salt as required. 2 8,351 16,702 0
Earthing with copper earth plate 600 mm X 600 mm X 3
mm thick including accessories, and providing masonry
DSR-5.6 enclosure with cover plate having locking arrangement
and watering pipe of 2.7 metre long etc. with charcoal/
coke and salt as required. 0 15,004 0 0
Providing and fixing 25 mm X 5 mm copper strip on
surface or in recess for connections etc. as required. 0 1,246 0 0
Providing & fixing of 25mm x 5mm GI strip on surface or
recess for earth connection as required. 33 287 9,471 0
Providing and fixing 6 SWG dia G.I. wire on surface or in
recess for loop earthing as required. 32 84 2,688 0
Digitally signed by PRIYA
TOTAL CARRIED TO SUMMARY 28,861 0
E LIGHTNING ARRESTOR
DSR 6.1 Providing and fixing of lightning conductor finial, made of
25 mm dia 300mm long, G.I. tube, having single prong at
top, with 85mm dia 6mm thick G.I. base plate i ncluding
holes etc. complete as required. 5 609 3,045
DSR 6.6 Providing and fixing G.I. tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For horizontal run) 38 148 5,624
DSR 6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on
parapet or surface of wall for lightning conductor complete
as required.(For vertical run) 25 238 5,950
DSR 6.10 Providing and fixing testing joint, made of 20 mm X 3 mm
thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts,
nuts, chuck nuts and spring washers etc. complete as
required. 3 140 420
DSR 5.2 Earthing with G.I earth Pipe 4.5 metre long, 40mm dia
including accessories and providing masonry enclosure
with cover Plate having locking arrangement and watering
pipe etc with charcoal /coke and salt as required.
DSR 6.4 Jointing copper /G.I. tape (with another copper/ GI tape,
base of the finial or any other metallie object) by riveting
/nut bolting/sweating and soldering etc as required.
DSR 6.14 Providing and laying G.I. tape 32 mm X 6 mm from earth
electrode directly in ground as required. 58 221 12,818
TOTAL CARRIED TO SUMMARY 51,248 0
F INTERNAL WIRING:
Wiring for light point/ fan point/ exhaust fan point/ call bell
point with 1.5 sq.mm FRLS PVC insulated copper
conductor single core cable in surface / recessed steel
1 conduit, with modular switch, modular plate, suitable GI
box and earthing the point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable etc. as
Wiring for light point/ fan point/ exhaust fan point/ call bell
point with 1.5 sq.mm FRLS PVC insulated copper
conductor single core cable in surface / recessed steel
conduit, with modular switch, modular plate, suitable GI
box and earthing the point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable etc. as
Wiring for group controlled (looped) light point/fan
point/exhaust fan point/ call bell point (without
independent switch etc.) with 1.5 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/
recessed steel conduit, and earthing the point with 1.5 sq.
mm FRLS PVC insulated copper conductor single core
cable etc. as required.
Digitally signed by PRIYA
Wiring for group controlled (looped) light point/fan
point/exhaust fan point/ call bell point (without
independent switch etc.) with 1.5 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/
recessed steel conduit, and earthing the point with 1.5 sq.
mm FRLS PVC insulated copper conductor single core
cable etc. as required.
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/
DSR-1.5 recessed steel conduit alongwith 1 No. 4 sq. mm FRLS
PVC insulated copper conductor single core cable for loop
earthing as required. 622.5 480 298,800 0
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/
DSR-1.12 recessed PVC conduit alongwith 1 No. 4 sq. mm FRLS
PVC insulated copper conductor single core cable for loop
earthing as required. 0 334 0
Wiring for circuit/ submain wiring alongwith earth wire with
the following sizes of FRLS PVC insulated copper
conductor, single core cable in surface/ recessed steel
conduit as required.
DSR-1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 499.5 414 206,793
DSR-1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 0 589 0
DSR-1.7.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 158 1253 197,974
DSR-1.7.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 0 1645 0
Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
DSR-1.31 providing and fixing 3 pin 5/6 A modular socket outlet and
5/6 A modular switch, connections etc. as required.
Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
providng and fixing 2 Nos. 3 pin 5/6 A modular socket
outlet and 2 Nos. 5/ 6 A modular switch, connections etc.
as required. (For light plugs to be used in non residential
buildings). 2 757 1,514 0
Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
MR providng and fixing 3 Nos. 3 pin 5/6 A modular socket
outlet and 2 Nos. 5/ 6 A modular switch, connections etc.
as required. 0 0 0
Supplying and fixing suitable size GI box with modular
plate and cover in front on surface or in recess, including
DSR-1.32 providing and fixing 6 pin 5/6 A & 15/16 A modular socket
outlet and 15/16 A modular switch, connections etc. as
Supplying and fixing two module stepped type electronic
fan regulator on the existing modular plate switch box
including connections but excluding modular plate etc. as
Supplying and fixing modular blanking plate on the
DSR-1.26 existing modular plate & switch box excluding modular
plate as required. 4 47 188 0
Digitally signed by PRIYA
Providing and fixing circular/hexagonal Fan box cast iron
/metal sheet Box for ceiling fan clamp of internal dia
140mm , 73 mm height,Top id of 1.5mm thick MS sheet
with its Top surface hacked of proper bonding top lid shall
Civil DSR-10.18
be screwed into cast iron /metal sheet Box by mean of
3.3mm dia round headed screw one lock at the
corners.clamp shall be made of 12mm dia ms Bar band
toshape as per standrd drawing. 56 185.2 10,371 0
Supplying and fixing 30 A, 415 V, TPN Industrial
type socket outlet, with 4 pole and earth, metal
enclosed plug top alongwith 30 A "C" curve,
TPMCB, in sheet steel enclosure, on surface or in
DSR-2.20 recess, with chained metal cover for the socket
outlet and complete with connections, testing
and commissioning etc. as required.
TOTAL CARRIED TO SUMMARY 1902076.2 0
G LIGHTING FIXTURE AND FANS
Supply, Installation, testing and commissioning of
following type Fluorescent/ Compact fluorescent/LED light
fixtures on wall/ Ceiling including all fixing accessories
such as leads, etc complete as required. The Fluorescent
/CFL fixtures shall be complete with Low loss copper
ballast PF improvement capacitor, Bipin Rotor type lamp
holder, starter, starter base, all pre wired upto the terminal
block. All fixtures shall be supplied with lamps.
Surface mounted 18W LED light with die cast aluminium
MR housing with inbuilt controller and robust consction
complete as required. 0 0 2,126.00 0
Surface mounted 12W LED light with die cast aluminium
MR housing with inbuilt controller and robust consction
complete as required. 42 0 1,399.00 58758
Supply of 9w LED Bulkhead with a nominal system lumen
output of 600 lumens and a minimum system efficacy of
100 lm/W. The luminaire shall have a rated system
lifetime of 50,000 burning hours at L70. The luminaire
should have a color temperature of 6500K and CRI > 70.
MR The luminaire shall meet IP66 rating and IK 09 rating with
THD < 20% and PF > 0.9. The luminaire housing should
made of High pressure die cast Aluminium with
polycarbonate front diffuser. The total power consumption
should not exceed 6W (including driver).
Supply of 9W LED (mirror light) 2ft Batten with a nominal
system lumen output of 1150 lumens and a minimum
system efficacy of 115 lm/W. The luminaire shall have a
rated system lifetime of 25,000 burning hours at L70. The
MR luminaire should have a color temperature of 6500K and
CRI>80. The luminaire shall meet IP20 rating with THD <
20% and PF > 0.9. The luminaire housing should made of
CRCA with a PC glossy diffuser. The total power
consumption should not exceed 10W (including driver).
SITC of 18W & 1800 lumens Wall Bracket light complete
with in all respects. 110 0 1,031.00 113410
Surface or wall mounted 40W & 4000Lumens LED Tube
MR Rod with extruded aluminium housing with inbuilt
controller and robust consction complete as required. 6 0 1,689.00 10134
Surface mounted 9W LED light with die cast aluminium
MR housing with inbuilt controller and robust consction
complete as required. 40 0 1,302.00 52080
Digitally signed by PRIYA
Surface or wall mounted 20W & 2000Lumens LED Tube
MR Rod with extruded aluminium housing with inbuilt
controller and robust consction complete as required. 2 0 1,060.00 2120
Supply and fixing ceiling fans complete with blades, down
rods, electronic regulator and accessories, 230 V,
MR 1200mm sweep. Min air delivery 210 CFM with service
value 6.00 BEE. Five star rated with brushless direct
current motor (BLDC) 56 0 1,850.00 103600
Supply and fix exhaust fan, steel body AC single Phase.
MR 230V of size 300m sweep with, blades, and frame and
TOTAL CARRIED TO SUMMARY 0 392182
Supply of XLPE insulated, armoured heavy duty electric
cable with aluminium conductor, 1100 volts grade, cross-
sectional area as follows
DSR-10.2 Laying of one number additional PVC insulated and PVC
sheathed / XLPE power cable of 11 KV grade of following
size direct in ground including excavation, sand
cushioning, protective covering and refilling the trench etc
Supplying and making end termination with brass
compression gland and aluminium lugs for following size
of PVC insulated and PVC sheathed / XLPE aluminium
conductor cable of 1.1 KV grade as required.
TOTAL CARRIED TO SUMMARY 84336 968400
Digitally signed by PRIYA
ESTIMATE OF CONSTRUCTION OF BOYS AND GIRLS DORMITORY OF JAWAHAR
NAVODAYA VIDYALAYA AT JAMTARA, JHARKHAND.
Sub Head Description of item DSR 2025 Market Rate
A VOICE SYSTEMS 42652 0
B TV SYSTEMS 29752 17376
TOTAL COST FOR DSR + MR 89780
Digitally signed by PRIYA
ESTIMATE OF CONSTRUCTION OF BOYS AND GIRLS DORMITORY OF JAWAHAR NAVODAYA VIDYALAYA AT
JAMTARA, JHARKHAND.
Description DSR
S.No TOTAL QTY. DSR Rate Amount MR Rate MR Amount REMARKS
A VOICE SYSTEMS
LOCAL AREA NETWORK ( LAN )
1 Supplying and fixing following modular DSR-1.24
switch/ socket on the existing modular
1.1 Telephone socket outlet 6 168 1,008 0 DSR-1.24.6
2 Supplying and fixing following size/ DSR-1.27
modules, GI box alongwith modular base &
3 Supplying and fixing following Modular DSR-1.28
base & cover plate on existing modular
4 Supplying and drawing of UTP 4 pair CAT DSR-1.18
6 LAN Cable as per EIA in the existing
5 Supplying and fixing of following sizes of DSR-1.20
steel conduit along with accessories in
TOTAL CARRIED TO SUMMARY 42,652 -
1 Supplying and drawing co-axial TV cable 101 54 5,454 0 DSR-1.19
RG-6 grade, 0.7 mm solid copper
2 Supplying and fixing of following sizes of DSR-1.20
steel conduit along with accessories in
3 Supplying and fixing following modular DSR-1.24
switch/ socket on the existing modular
3 TV antenna socket outlet 6 168 1,008 0 DSR-1.24.7
4 Supplying and fixing following size/
modules, GI box alongwith modular base &
cover plate for modular switches in recess
etc. as required. DSR-1.27
5 Supplying and fixing following Modular
base & cover plate on existing modular
metal boxes etc. as required. DSR-1.28
Digitally signed by PRIYA
6 Supply, erection, testing and
commissioning of splitter / tap off mounted
in suitable sizes MS boxes for MATV
system and shall be suitable for interactive
6 Four way Tap Off (T4) 2 4,441 8882
TOTAL CARRIED TO SUMMARY 29,752.0 17,376.0
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
SUMMARY OF DEVELOPMENT WORK
Sl.No. Description Amount (IN Lacs)
DSR - 2023 DSR -2025 Non- DSR
1 COST OF LEVELLING
as per PAR2025/6.1 @ 160 per sqm. 147,157.34
2 COST OF EXTERNAL PATHWAYS
3 COST OF EXTERNAL WATER SUPPLY
4 COST OF EXTERNAL SURFACE DRAINAGE SYSTEM
5 COST OF HUME PIPE
6 COST OF EXTERNAL SEWER SYSTEM
7 COST OF SEPTIC TANK
8 COST OF EXTERNAL ELECTRICAL
Digitally signed by PRIYA
COST OF LEVELLING
Item Description Unit Qty. Rate (DSR - DSR Amount in Rs. Amount
Code.DS 2023 with for MR
Sl. No. R 2023 Cost Index Items
(E&M) Correction
2.25A Excavating, supplying and filling of cum 97.48 749.75 73084.90
local earth (including royalty) by
mechanical transport up to a lead of 5
6.00 km, also including ramming and
watering of the earth in layers not
exceeding 20 cm in trenches, plinth,
sides of foundation etc., complete.
15.28 Dismantling roofing including ridges, 0.00 0.00
7.00 hips, valleys and gutters etc., and
stacking the material within 50
metres lead of:
Approch Road 0.00 0.00
2.28 Surface dressing of the ground 0.00 0.00
including removing vegetation and
8.00 inequalities not exceeding 15 cm deep
and disposal of rubbish, lead up to 50
m and lift upto1.5 m.
Digitally signed by PRIYA
COST OF EXTERNAL PATHWAYS
Sl. DSR-2023 DESCRIPTION OF ITEM UNIT QTY Rate (DSR AMOUNT
No. -2023 with On DSR
Cost ( In Rs.)
1. Earth work in excavation by mechanical means
(Hydraulic excavator) / manual means over areas
(exceeding 30cm in depth, 1.5m in width as well as 10
sqm on plan) including getting out and disposal of
excavated earth, lead up to 50m and lift up to 1.5m,as
directed by Engineer-in-Charge..
2.6.1 All kinds of soil Cum 5.67 189.98 1077.18
2 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering. All work upto plinth level. 0.00 0.00
1:5:10 (1 cement : 5 course bound: 10 graded stone
4.1.10 aggregate 40mm nominal size) Cum 0.60 0.00 0.00
3 Providing and laying 60mm thick faciory made cement
concrete interlocking paver block of M -30 grade made
by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in
required colour and pattern over and including 50mm
thick compacted bed of coarse sand, filling the joints
etc. all complete as per the direction of Engineer-in-
charge. 0.00 0.00
4 Providing and laying at or near ground level factory
made kerb stone of M-25 grade cement concrete in
position to the required line, level and curvature, jointed
with cement mortar 1:3 (1 cement: 3 coarse sand),
ncluding making joints with or without grooves
(thickness of joints except at sharp curve shall not to
more than 5mm), including making drainage opening
wherever required complete etc. as per direction of
Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone
shall be approved by Engineer-in-charge).
5 Painting with synthetic enamel paint of approved brand
and manufacture of required colour to give an even
Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand
13.62.1 and manufacture Sqm 9.00 242.16 2179.40
6 Excavating, supplying and filling of local earth
(including royalty) by mechanical transport up to a lead
of 5 km, also including ramming and watering of the
earth in layers not exceeding 20 cm in trenches, plinth,
2.25a sides of foundation etc., complete. 0.00 0.00
7 Filling available excavated earth (excluding rock) in
trenches, plinth, sides of oundations etc. in layers not
exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to
2.25 50 m and lift upto 1.5 m. 0.00 0.00
deduct PCC 0.00 0.00
kurb stone 0.00 0.00
8 Centering and shuttering including strutting, propping
etc. and removal of form for all heights : 0.00 0.00
a Foundations, footings, bases of columns, etc. for mass
Digitally signed by PRIYA
Sl. DSR-2023 DESCRIPTION OF ITEM UNIT QTY Rate (DSR AMOUNT
No. -2023 with On DSR
Cost ( In Rs.)
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
BILL OF QUANTITIES FOR WATER SUPPLY
S. No DSR-2023 DESCRIPTION UNIT TOTAL QTY Rate (DSR - NON-DSR AMOUNT MR
SUB HEAD (I) :- EXTERNAL WATER SUPPLY PIPES AND FITTINGS
SECTION I DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY
1 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all
CPVC plain & brass threaded fittings This includes jointing of pipes
& fittings with one step CPVC solvent cement, trenching, refilling &
testing of joints complete as per direction of Engineer in Charge.
18.9.3 25 mm dia nominal bore metre 50.00 380.38 19,019.23
18.9.4 32 mm dia nominal bore metre 100.00 469.43 46,943.36
18.9.5 40 mm dia nominal bore metre 58.05 602.63 34,983.83
2 18.59 Providing and fixing C.I. double acting air valve of approved
quality with bolts, nuts, rubber insertions etc. complete (The tail
pieces, tapers etc if required will be paid separately) : 0.00 -
3 18.17 Providing and fixing gun metal gate valve with C.I. wheel of
approved quality (screwed end) : 0.00 -
4 18.46 Providing and fixing G.I. Union in GI pipe including cutting and
threading the pipe and making long screws etc. complete(New
18.46.3 25 mm nominal bore Each 2.00 470.13 940.26
5 18.32 Constructing masonry gate valve Chamber 30x30x50 cm inside, in
brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop
cock, with C. I. surface box 100x100 x75 mm (inside) with hinged
cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size), i/c
necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5
fine sand : 10 graded stone aggregate 40mm nominal size ) and
inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12mm thick, finished with a floating coat of neat cement complete
as per standard design :
18.32.1 With common burnt clay F.P.S.(non modular) bricks of class
designation 7.5 Each 10.00 2132.68 21,326.80
6 18.33 Constructing masonry Chamber 60x45x50 cm inside, in brick work
in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter
complete with C.I. double flap surface box 400x200x200 mm
(inside) with locking arrangement and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1
cement : 5 fine sand:10 graded stone aggregate 40 mm nominal
size) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat
cement complete as per standard design :
18.33.1 with common burnt clay F.P.S.(non module) brick of class
designation 7.5 Each 10.00 11626.03 116,260.27
TOTAL SECTION (I) 273,869.02 -
TOTAL AMOUNT (lacs.) 2.74 -
TOTAL AMOUNT (lacs.) 2.74 -
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
DETAIL OF MEASUREMENT FOR WATER SUPPLY
Sl. No Description 20 MM 25 MM 32 MM 40 MM 50 MM 65 MM 80 MM
Digitally signed by PRIYA
COST OF SURFACE DRAIN
Sl. No. DSR- DESCRIPITION OF ITEM UNIT QTY. Rate (DSR -2023 AMOUNT
2023 with Cost Index ( In Rs.)
1 Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over
areas (exceeding 30 cm in depth, 1.5 m in
width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and lift upto 1.5 m, as directed
by Engineer-in-charge.
2.6.1 all kinds of soil cum 0.25
2 Filling available excavated earth (excluding 0.00
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20cm in depth:
consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift up to 1.5
3 Providing and laying in position cement 0.00
concrete of specified grade excluding the cost
of centering and shttering - All work up to plinth
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 0.00
graded stone aggregate 40 mm nominal size).
4 Providing and laying in position cement 8432.36
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
1:2:4 (1 cement : 2 coarse sand (zone-III)
derived from natural sources : 4 graded stone
aggregate 20 mm nominal size derived from
4.1.3 natural sources) cum 3.50 29,513.25
5 Providing and laying in position cement 8432.36
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
1:2:4 (1 cement : 2 coarse sand (zone-III)
derived from natural sources : 4 graded stone
aggregate 20 mm nominal size derived from
4.1.3 natural sources) cum 7.00 59,026.51
6 Centering and shuttering including strutting, 0.00
propping etc. and removal of form for all
Foundations, footings, bases of columns, etc. 419.72
5.9.1 for mass concrete Sqm 70.00 29,380.27
7 Brick work with F.P.S. bricks of class 0.00
designation 75 in foundation and plinth in : -
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 0.00
8 12 mm cement plaster finished with a floating 0.00
13.7 coat of neat cement of mix : Sqm -
13.7.2 1:4 (1 cement: 4 fine sand) " 0.00 -
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
Rate (DSR -2023
with Cost Index
S. No DSR-2023 DESCRIPTION No Length QTY UNIT and Correction AMOUNT
1 2.10 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 then returning the soil as required, in
layers not exceeding 20 cm in depth, including consolidating
each deposited layer by ramming, watering, etc. and disposing
of surplus excavated soil as directed, within a lead of 50 m :
2.10.1 All kinds of soil
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding
2 19.6 Providing and laying non-pressure NP2 class (light duty)
R.C.C. pipes with collars jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete : 0.00 -
3 4.1.10 Providing and laying cement concrete 1 : 5 : 10 (1 cement :
5 coarse sand : 10 gradded stone aggregate 40 mm nominal
size) alround S.W. Pipes including bed concrete as per
standard design. 0.00 -
450 mm diameter S.W.Pipe 0.00 -
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
BILL OF QUANTITIES FOR SEWERAGE SYSTEM
DSR-2023 Rate (DSR -
S. TOTAL Cost Index
DESCRIPTION UNIT AMOUNT
SUB HEAD (I) :- EXTERNAL SEWERAGE SYSTEM
1 2.10 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 then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by ramming,
watering, etc. and
disposing of surplus excavated soil as directed, within a lead of 50 m :
2.10.1 All kinds of soil
2.10.1.3 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 227.69 588.40 133,973.59
2 NS Supply and fixing HDPE double wall corrugated I.S 16098 ( Part - 2 ) 3013 for soil /
waste pipe under ground drainage system with jointed with rubber ring with good
quality lubricant for fittings, inclusive of all necessary specials like bends, tees,
offsets, junctions, re excavtion and refillig etc complete.
NS 200 mm diameter metre 170.00 795.00 135,150.00
3 19.2 Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10
gradded stone aggregate 40 mm nominal size) alround S.W. Pipes including bed
concrete as per standard design.
19.2.2 150 mm diameter S.W.Pipe metre 10.20 1,262.79 12,880.49
4 19.7 Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse
sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade
stone aggregate 20mm 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 (1cement 3 coarse sand ) finished with a
floating coat of neat cement and making channels in cement concrete 1:2:4
(1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd
with a floating coat of neat cement complete as per standard design
19.7.1 Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455
x 610mm internal dimensions, total weight of cover & 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 classic designation 7.5 each 9 13,668.32 128,550.46
5 19.8 Extra for depth for manholes: - -
19.8.1 size 90 X 80 cm
19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6 Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and
0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1
cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3
( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement,
19.9 foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone
aggregate 40mm nominal size) and making necessary channel in Cement Concrete
1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size)
finished with a floating coat of neat cement complete as per standard design.
0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation)
560mm internal diameter conforming to I.S:12592, total weight of cover and frame to
19.9.1 be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse
sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering
all complete.(Excavation foot rests and 12mm thick cement plaster at the external
surface shall be paid for separately)
19.9.1.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 5.00 13,619.57 68,097.84
7 Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond
19.10.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Meter 1.50 8,125.50 12,188.26
8 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 CI cover with frame of 300 x 300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design - -
19.4.3 180 x 150 mm. size P type - -
19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
9 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement
concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) as per standard design : - -
Digitally signed by PRIYA
DSR-2023 Rate (DSR -
S. TOTAL Cost Index
DESCRIPTION UNIT AMOUNT
19.15.1 With 20x20 mm square bar each 25.00 582.99 14,574.81
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
COST OF SEPTIC TANK
Sl. DSR- Description of Item Unit QTY Rate (DSR - Amount
No. 2023 2023 with (In Rs.)
Size of Tank = 5.00 X 2.00 X 1.24 Mtr
1 Excavation work by mechanical means (Hydraulic
excavator)/ manual means in foundation trenches
or drains (not exceeding 1.5m 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 soils as directed, within a lead
2 Excavation work by mechanical means (Hydraulic
excavator)/ manual means in foundation trenches
or drains (not exceeding 1.5m 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 soils as directed, within a lead
2.A Earth work in Excavation 1.50-3.00 mtr Cum 33.660 418.86 14,098.89
all kinds soil 0.00 -
3 Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in
layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift up to 1.5 m.
20 % of excavation of items (1.A.1+2.A.1) Cum 27.340 209.78 5,735.35
4 Providing and laying in position cement concrete
of specified grade excluding the cost of centering
and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III): 10
4.1.10 graded stone aggregate 40 mm nominal size). 0.00 -
5 Providing and laying in position machine batched
and machine mixed design mix M-25 grade
cement concrete for reinforced cement concrete
work, using cement content as per approved
design mix, including pumping of concrete to site
of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per
IS: 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength
and durability as per direction of Engineer-in-
charge.“(Note :- Cement content considered in
this item is @ 330 kg/cum.“Excess/ less cement
used as per design mix is payable/recoverable
(I) 5.33.1.1 Upto plinth level 0.00 -
6 Centering and shuttering including strutting,
propping etc. and removal of form for: 0.00 -
Foundations, footings, bases of columns, etc. for
5.9.1 mass concrete. 0.00 -
Digitally signed by PRIYA
7 Walls (any thickness) including attached pilasters,
5.9.2 plinth and string courses etc. 0.00 -
8 Lintels, beams, plinth beams, girders, bressumers and
cantilevers. 0.00 -
5.9.21 RCC Bend Beam 0.00 -
9 Suspended floors, roofs, landings, balconies and
5.9.20 access platform. 0.00 -
10 5.9.16 Edges of slabs and breaks in floors and walls. 0.00 -
5.9.16.1 Under 20 cm wide 0.00 -
11 Reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position
5.22 and binding all complete. 0.00 -
5.22.6 Thermo-Mechanically Treated bars. 0.00 -
UP TO PLINTH 0.00 -
qty same as item no 5 0.00 -
13 6 mm cement plaster on rough side of single or
13.16 half brick wall of mix: 0.00 -
13.16.1 1:3 (1 cement: 3 fine sand) 0.00 -
14 Providing and fixing in position pre-cast R.C.C.
manhole cover and frame of required shape and
approved quality 0.00 -
19.19.3. Circular shape 560 mm internal diameter
15 Providing orange colour safety foot rest of
minimum 6 mm thick plastic encapsulated as per
IS : 10910 on 12mm dia steel bar conforming to
IS : 1786 having minimum cross section as 23
mmx25mm and over all minimum length 263 mm
and width as 165mm with minimum 112 mm
space between protruded legs having 2 mm tread
on 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 nominal size)
complete as per design.
16 17.35 Providing and fixing soil, waste and vent pipes 0.00 -
17.35.1. Centrifugally cast (spun) iron socketed pipe as
17 Providing and fixing terminal guard : 0.00 -
Sand cast iron S&S as per IS - 3989 Nos 2.000
Digitally signed by PRIYA
18 Making soak pit 2.5 m diameter 3.0 metre deep
with 45 x 45 cm dry brick honey comb shaft with
bricks of class designation 75 and S.W. drain
pipe 100 mm diameter, 1.8m long complete as
19.32.1 per standard design.With F.P.S. bricks Nos 2.000 28750.29 57,500.58
Total Cost 752,774.79
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
ABSTRACT OF COST
S.NO. DESCRIPTION DSR-2025 NSI
I SUBHEAD - I - MAIN BOARDS - 510,557.01
II SUBHEAD - II - EARTHING 86,556.00 -
III SUBHEAD - III - SUPPLYING & LAYING OF CABLE 713,986.10 721,195.23
IV SUB HEAD -IV :EXTERNAL LIGHTING 24,492.00 276,296.05
V SUB HEAD -V : MISCELLANEOUS ITEMS - 30,714.00
Say in lacs 8.25 15.39
Digitally signed by PRIYA
JAWAHAR NAVODAYYA VIDYALAYA AT JAMTARA, JHARKHAND
ESTIMATE OF ELECTRICAL WORKS
S.No. Code No. Description of items Unit Qty DSR-2025 NSI DSR-2025 NSI
SUBHEAD - I - MAIN BOARDS
Design, fabrication, assembly, wiring and supply of front operated dead front cubicle type
compartmentalised as per Form 3B, rear access free standing, dust and vermin proof (IP 42
ingress protection) main switchboards suitable for use at 415 volts, 3 phase 4 wire 50 Hertz
system suitable for a symmetrical fault level of 50 kA at 415 volts, fabricated from 2 mm thick
CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having
structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick
gland plates on top and bottom and including lifting hooks and including GI earth strip of
required size with 2 nos earthing terminals and including powder coated paint finish of
approved shade over metal surface cleaned and treated with seven tank process complete
with interconnections etc as per specifications, as required and as below.
(Note:The contractor may select the next higher fault rating of MCCB if it is not readily
available ,without any extra cost ,as the figure indicated within the bracket are required
maxmum fault level of the panel.)
Design, Manufacturing, supplying, fixing in position, testing and commissioning of the
following front operated front access 2mm thick CRCA steel enclosure free standing, water,
dust and vermin proof outdoor type Feeder pillars with IP-55 protection hinged and lockable
doors complete with interconnections copper crimping lugs, brass glands bonding to earth
and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system . The panels fault
withstanding capacity shall be of 25 MVA at 415 volts. All live accessories part shall be
shrouded and all equipment shall be finger touch proof. The bus bars shall be of colure coded
with Heat shrinkable PVC insulated sleeves.
1 NSI-3 FEEDER PILLAR-3:
1 No. 160A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
1 No. Digital multifunction meter (V+A+Hz) with a set of cast resin CTs 160/5A.
1 Set of Phase indicating lamp with MCB
200A TPN bus bars of aluminium alloy.
For emergency supply
1 No. 63A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
1 Set of On indicating lamp with MCB
100A TPN bus bars of aluminium alloy.
OUT GOING BUS-I :
8 Nos. 63A 415V, 4P MCCB of 15kA .
1 No. MCB Space.
OUT GOING BUS-II :
5 Nos. 63A 415V, 4P MCB of 10kA .
1 No. 40A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch .
2 Nos. 25A 415V, 4P MCB of 10kA .
3 METER BOARDS
Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust,
dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on
surface ISI marked Electronic kWh meter, indication lamps, CT's, Interconnection with
suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter,
glass inspection window, connection of incoming and outgoing cables with thimbles, powder
coated having following incoming and outgoing MCBs MCCBs and kWh meters complete as
3.4 NSI-6 METER BOARDS - 0.125 unit Dormitory
1 No. 125A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
200A TPN bus bars of aluminium alloy.
7 Nos. 40A DP MCB of 10kA with electronic direct kWh energy meter complete with all
necessary wiring as per the Meter vendor requirement.
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - I - 510,557.01
SUBHEAD - II - EARTHING
1 DSR 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing
masonry enclosure with cover plate having locking arrangement and watering pipe etc. with
charcoal/ coke and salt as required. Sets 4 7,658.00 30,632.00
2 DSR 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and
providing masonary enclosure with cover plate having locking arrangement and watering
watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Sets 4 8,351.00 33,404.00
3 DSR 5.6 Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick including accesssories, and
providing masonary enclosure with cover plate (CI heavy duty) having locking arrangement
and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required.
4 DSR 5.11 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode,
including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as
required. Mtrs. 20 755.00 15,100.00
5 DSR-5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc.
as required. 2 nos used for 50 x 5 for the Neutral earthing of euipments )
6 DSR 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as
required. Mtrs. 20 287.00 5,740.00
Digitally signed by PRIYA
S.No. Code No. Description of items Unit Qty DSR-2025 NSI DSR-2025 NSI
7 DSR 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as
required. Mtrs. 20 84.00 1,680.00
8 NSI-1 Supplying, fixing, testing and commissioning of following bare Copper/ GI flat including all
necessary fixing accessories and effecting connections.
8.1 NSI-1.1 50 mm x 6 mm thick Cu flat Metre 0 2,074.14 -
8.2 NSI-1.2 50 mm x 6 m thick GI flat Metre 0 345.69 -
9 NSI-2 Supply and laying medium class GI pipe under road/paved areas/wall crossing etc. including
earth excavations refilling, ramming and making good as approved.
9.1 NSI-2.1 150 mm dia GI pipe Class B Mtrs. 0 1,588.40 -
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II 86,556.00 -
SUBHEAD - III - SUPPLYING & LAYING OF CABLE
1 DSR 15.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories
like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and
cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and
refilling the trench but excluding sand cushioning and protective covering etc., complete as
1.4 15.16.4 160 mm dia (OD-160 mm & ID-135 mm nominal) Mtrs. 0 481.00 -
2 DSR 7.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1
KV grade of following size direct in ground in the same trench in one tier horizontal formation
including excavation, sand cushioning, protective covering and refilling the trench etc. as
2.1 DSR-7.2.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 0 286.00 -
2.2 DSR-7.2.3 Above 95 sq. mm and upto 185 sq. mm Mtrs. 0 304.00 -
2.3 DSR-7.2.4 Above 185 sq. mm and upto 400 sq. mm Mtrs. 0 356.00 -
3 DSR 10.5 Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of
following size in the existing RCC/HUME/METAL pipe as required.
3.2 DSR-10.5.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 400 72.00 28,800.00
3.3 DSR-10.5.3 Above 95 sq.mm and upto 185 sq.mm Mtrs. 20 97.00 1,940.00
3.4 DSR-10.5.4 Above 185 sq.mm and upto 400 sq.mm Mtrs. 40 170.00 6,800.00
4 NSI Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured,
overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical
specifications.
5 DSR 9.1 Supplying and making end termination with brass compression gland and aluminium lugs for
following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
6 DSR15.14 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete
with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching
(75 cm deep) and refilling etc as required.
7 2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport up
to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20
cm in trenches, plinth, sides of foundation etc., complete. cum 111 700.50 77,950.10
8 DSR 4.2 Supplying and installing following size of perforated painted
with powder coating M.S. cable trays bends with perforation
not more than 17.5%,, joined with connectors, suspended from
the ceiling with M.S. suspenders including bolts & nuts, painting
suspenders etc as required.
8.1 DSR 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 0 1,018.00 -
8.2 DSR 4.2.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 0 1,438.00 -
9 DSR 4.3 Supplying and installing following size of perforated painted
with powder coating M.S. cable trays Tee with perforation not
more than 17.5%, joined with connectors, suspended from the
ceiling with M.S. suspenders including bolts & nuts, painting
suspenders etc as required.
9.1 DSR 4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 0 1,186.00 -
9.2 DSR 4.3.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 0 1,708.00 -
Digitally signed by PRIYA
S.No. Code No. Description of items Unit Qty DSR-2025 NSI DSR-2025 NSI
10 DSR 4.4 Supplying and installing following size of perforated painted
with powder coating M.S. cable trays Cross Member with
perforation not more than 17.5%, joined with connectors,
suspended from the ceiling with M.S. suspenders including bolts
& nuts, painting suspenders etc as required.
10.1 DSR 4.4.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 0 1,356.00 -
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III 713,986.10 721,195.23
SUB HEAD -IV :EXTERNAL LIGHTING
1 DSR-11.3 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and
refilling etc. as required.
DSR-11.3.1 Above 4.5 metre and upto 6.5 metre Nos. 4 6,123.00 24,492.00
2 NSI-1 Supplying, installation, testing and commissioning of Gate light fitting suitable for 42 watt IP
65LED having system lumen output of minimum 4200 lumens complete with all accessories
and lamp. Wipro Cat No.: Nos. 0 5,510.05 -
3 NSI-2 Supplying, installation, testing and commissioning of 42W LED Street Light IP66 LED with
High performance having system lumen output of minimum 9900 lumens, contemporary
designed housing made of die-cast aluminium, with street optic LENS for uniform light
distribution. PF better than 0.9, CRI better than 70 complete with all accessories. Wipro Cat
No.: LR 02-102-XXX-57-G2 Street light Nos. 2 8,081.94 16,163.88
4 NSI-3 Supplying, installation, testing and commissioning of 50W LED Solar Street Light On 6 Meter
GI octagonal Pole having Compact, Aesthetic, Eco friendly & modern integrated Solar street
light in extruted Aluminum construction with high efficiency monocrystalline silicon photo
voltaic panel, high efficacy SMD LED 6500K having secondary lens optics for street lighting
distribution, high performance lithium battery, MPPT charge controller & Intelligent control
module/sensor with higher reliability, long service life, suitable for easy & quick installation.
Wipro Cat No.:LR 14-591-XXX-65-XX.
5 NSI-4 Supply, testing & commissioning of 6.0 meter high G.I octagonal pole (Above Ground Level)
with single/double arm as per requirement of suitable length with inbuilt junction box with
10A SP MCB, connectors for incoming/outgoing cable connection and 300mm x 300mm x 20
mm thick base plate and bracket (double arm/single arm whichever required) complete in all
6 NSI-5 Providing, installation of 200 x 150 x 125 mm polycarbonate weather proof (IP-55) junction
box and SP MCB’s and terminal block. Supplying and laying cable through GI pipe upto
junction box including excavation and back filling, wiring with 2 x 2.5 sq.mm PVC insulated
1100 volts grade copper conductor wires from junction box to lighting fixture complete.
7 NSI-6 Supplying and laying cable through GI pipe upto junction box including excavation and back
filling, wiring with 2 x 2.5 sq.mm PVC insulated 1100 volts grade copper conductor wires from
junction box to lighting fixture complete. RM 20 103.44 2,068.84
9.0 m high (7.5 m above ground) Single arm sewaged steel tubular pole, the constructiopn of
the pole shall be as per IS 410 SP - 26 with 450 mm x 150 mm base plate welded at top for
fixing the flood light, complete as per requirement. painted as approved, adopting socket at
top for fixture mentioned below, base plate 450 x 450 x 6mm and provision for mounting
junction box etc. complete as required. -
8 MR Providing 600 x 600 x 1500 mm deep 1:3:6 ratio cement concrete including excavation
shuttering alignment of poles casting etc. including 100mm thick lean concrete shall be
provided at the bottom Sets 4 12,331.00 49,324.00
2 MR Supplying and fixing of Street light fixture 45 Watts LED complete with glass cover etc. and its
wiring with 3 x 2.5 sq.mm PVC insulated copper wire from junction box complete (eq to Bajaj
cat. no.-BRTFG 45 W LED). Sets 8 3,216.00 25,728.00
3 MR Supplying and fixing of 4.0 m high 40mm dia GI pole painted as approved, adopting socket at
top for fixture with base plate as required. Sets 6 5,192.00 31,152.00
4 MR Supplying and fixing of 20A DP junction box with 2 no. incoming and outgoings terminals and
2 nos. tap-out terminal with MCB complete 1 set Sets 4 1,038.00 4,152.00
5 MR Supplying, laying and connecting 2 nos 2.5. sq.mm copper conductor PVC insulated 1100
volts grade wires from terminal block to light fixture along with end terminations and
including the cost of 1 no. 2.5 sq.mm PVC insulated copper wire for earthing of the light
fixture complete as required. Mtrs. 90 65.00 5,850.00
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV 24,492.00 276,296.05
SUB HEAD -V :EARTHING AND MISCELLANEOUS ITEMS (Non DSR Items)
1 MR Supplying and fixing of high voltage insulation mat of class B having 11 KV dielectric strength,
1000mm width and thickness of 2.5mm ISI approved as required including cutting to required
lengths. Mtrs. 0 4,425.00 -
2 MR Supplying and fixing of high voltage insulation mat of class B having 1.1 KV dielectric strength,
1000mm width and thickness of 2.0 mm ISI approved as required including cutting to
required lengths. Mtrs. 4 2,000.00 8,000.00
3 MR Supplying of 11 KV hand gloves as required. Sets 0 407.00 -
4 MR Supplying of resuciation kit coomplete with instruction manual etc. as required. Sets 0 4,750.00 -
5 MR Supplying of fire bucket painted red with stand and approved quality conforming to
6 MR Supplying and Fixing of Powder Fire Extinguisher (Stored Pressure type) Capacity 06 Kg duly
ISI marked conforming to IS: 15683:2006, with IS 14609, ISI marked ABC powder complete
with squeeze grip release valve, discharge pipe, locking arrangement, pressure gauge &
suitable M.S. bracket as required. Nos. 4 5,000.00 20,000.00
7 MR Supplying of first aid box as approved complete with standard kit as prescribed by Indian Red
Cross. Nos. 0 543.00 -
8 MR Supplying and fixing of shock treatment chart written in English and Local language duly
framed in glass as required. Nos. 0 271.00 -
TOTAL CARRIED TO SUMMARY FOR SUBHEAD - V - 30,714.00
Digitally signed by PRIYA
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