Construction of Kendriya Vidhyalaya, No.3 Gorakhpur, HURL Campus Distt. Gorakhpur, HURL Campus Distt. Gorakhpur UP

GENERAL ABSTRACT OF COST

Amount on Amount on Amount on Total Amount (in

Amount on Amount on Amount on Total Amount (in

S.NO DESCRIPTION

DSR-2023 DSR 2025 Non- DSR Rs.)

B PLUMBING & FIRE FIGHTING WORK

5 EXTERNAL PLUMBING WORKS 6,45,537.73 7,49,153.66 13,94,691.39

FIRE FIGHTING WORK

C Electrical Work.

INTERNAL ELECTRICAL WORKS

EXTERNAL ELECTRICAL WORKS

4 TRANSFORMER ,H T PANEL & L T PANEL 14,63,545.00 79,18,501.00 93,82,046.00

6 EXTERNAL LIGHT FIXTURES & POLES 34,410.00 8,96,410.00 9,30,820.00

8 DIESEL GENERATOR SETS 5,97,453.00 - 5,97,453.00

9 UNINTERRUPTED POWER SUPPLY 5,05,748.00 - 5,05,748.00

10 SOLAR PHOTOVOLTAIC POWER PLANT 27,14,000.00 - 27,14,000.00

11 PASSENGER LIFTS.(13 passenger (884kg) ) 16,84,225.72 - 16,84,225.72

Digitally signed by Anuvesh

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR

GENERAL ABSTRACT OF COST

Amount on Amount on Amount on

S.NO DESCRIPTION TOTAL

DSR-2023 DSR-2022 Non- DSR

8.0 INTERNAL FOOTPATH /PATHWAY 14,60,789.82 14,60,789.82

9.0 RAIN WATER HARVESTING 13,61,495.00 13,61,495.00

11.0 CAMPUS BOUNARY WALL 61,04,115.00 61,04,115.00

12.0 UGT & FIRE TANK 46,80,603.68

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

BILL OF QUANTITY (CIVIL ITEMS)

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

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

2.6 earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.

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

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

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and Cum 748.80 748.80 196.00 1,46,764.80

lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing

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

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 260.00 260.00 234.75 61,035.00

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

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear

2.35.2 metre including drilling and plugging holes etc.: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 416.00 416.00 53.45 22,235.20

Providing and laying in position cement concrete of specified grade excluding the cost of centering and

shuttering - All work up to plinth level

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

nominal size derived from natural sources)

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

4.3.1 Foundations, footings, bases of columns sqm 103.78 103.78 392.15 40,697.33

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

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

and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

1 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

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

balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth

5.3 level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement cum 22.88 22.88 11,505.50 2,63,245.84

with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 1470.00 1470.00 392.15 5,76,460.50

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. sqm 181.76 181.76 842.50 1,53,132.80

5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 5953.50 5953.50 927.25 55,20,382.88

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 4196.40 4196.40 736.40 30,90,228.96

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 3864.65 3864.65 961.30 37,15,088.05

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 502.20 502.20 764.95 3,84,157.89

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 69.89 69.89 951.10 66,472.38

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

5.22 complete upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 144387.900 144387.90 107.85 1,55,72,235.02

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding

all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 662290.39 662290.39 107.85 7,14,28,018.56

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

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

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS:

9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength;

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

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

grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix

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

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

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 1716.00 1716.00 9,655.70 1,65,69,181.20

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 4240.00 4240.00 10,011.35 4,24,48,124.00

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

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

2 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 105.00 105.00 7,132.25 7,48,886.25

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

6.4.2 all shapes

Cement and sizes

mortar 1:6 (1in:

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

6.13 of class designation 7.5 in superstructure above plinth level up to floor

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 385.54 385.54 1,150.50 4,43,563.77

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

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

6.44 of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). Mtr 209.60 209.60 59.45 12,460.72

Door and Window WORK:

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall

dimension as below (tolerance +1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to

be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge

side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (±0.1mm) wall

thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification

and direction of Engineerin-charge.

Extruded section profile size 48x40 mm

Providing and fixing to existing door frames.

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow

section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on

one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of

size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced

by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made

up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the

shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC

9.118.2 multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± sqm 88.400 85.000 2969.25 2,52,386.25

0.1 mm) wall thickness The panels filled vertically and tie bar at two places by inserting horizontally 6 mm

galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and

direction of Engineer-incharge.

3 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part |) decorative type, core of

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

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

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

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 120

gm/sqm) suitable for mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be filled with

mineral wood Insulation having density minimum 96Kg/sqm. 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

9.161 opening along with factory made template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire Metre 65.00 60.00 2202.90 1,32,174.00

rated glazed shutter. The fram shall be finished with an approved fire resistant primer or powder coating of

not less than 30 micron in desired shade as per the directions of Engineer -in- Charge. (Cost of SS ball

bearing hinges is excluded).

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire rating confirming to

IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge,

with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide

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

120gm/sqm) duly filled mineral wool insulation having density min 96 kg/ cum and fixing with necessary

9.162 stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of sqm 65.00 60.00 12,017.90 7,21,074.00

approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of

Engineer-in-charge (panelling to be paid for seperately).

Providing and fixing factory-made lead-free multi-chambered uPVC sliding window (comprising three tracks,

three panels: two glazed and one wire mesh sashes), matching heavy-duty track frames (104 mm series

profile baseline). Includes structural galvanized mild steel reinforcement sashes, EPDM gaskets, stainless

steel rollers with SS 304 bodies, and white powder-coated zinc alloy crescent touch locks.

9.48.2 M.S. Grill Fabrication and Fixing Kg 3315 3315 238.35 7,90,130.25

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

handles of approved quality with necessary screws etc. complete.

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

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DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.

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

9.84 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. Each 10.00 10.00 983.15 9,831.50

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish

9.127 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.

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

9.139 of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all each 13.00 13.00 8,366.15 1,08,759.95

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading

made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with

M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of

approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic

tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per

direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both

integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to

give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW &

9.164 EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which sqm 5.50 5.50 43,677.65 2,40,227.08

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)

Structural Steel Work (Welded Frame): Structural steel work welded in built-up sections, trusses, and

10.1 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel Kg 1000 1000.00 117.25 1,17,250.00

primer. (Applicable to the primary hollow tube frame and bracing)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset

10.5 plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of

approved steel primer:

10.5.2 Using M.S. angles 40x40x6 mm for diagonal braces sqm 27 27.00 5,804.00 1,56,708.00

5 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

Finishing & Painting: Painting with synthetic enamel paint of approved brand and manufacture to give an

13.61.1 even shade: Two or more coats on new work over an undercoat of primer. (Surface calculated on both faces: sqm 60 60.00 138.60 8,316.00

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

hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

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

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

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

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

stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing M.S. Tubular frames for doors, windows, ventilators

and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick

M.S. Sheet, joints mitred, welded and grinded finish, with profiles of

required size, including fixing of necessary butt hinges and screws and

applying a priming coat of approved steel primer.

Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble

powder mixture (3 parts of white cement: 1 part of marble powder) by weight in proportion of 4:7 (4 cement

marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size

by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 12.5 mm nominal size), including rubbing, polishing andcement slurry etc. complete :

18 mm thick crazy marble stone white, black or as specified

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

11.26 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)

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

11.27 cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to sqm 1560.00 1560.00 2,354.70 36,73,332.00

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

6 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

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 white, ivory, grey, fume red

brown colours, over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey

11.37 cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., sqm 420.00 420.00 1,172.70 4,92,534.00

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

water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all

colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey

cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The

11.41A 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

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

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.

The code specifies providing and laying vitrified tiles (thickness as specified by the manufacturer) with water

absorption less than 0.08% conforming to IS: 15622. These are applied in all colors and shades, in skirting,

11.47 riser of steps, and laid with a cement-based, high-polymer-modified, quick-set tile adhesive conforming to IS:

15477 (average 6 mm thickness), including the grouting of joints (payment for joint grouting is made

Sub-Codes & Schedule

Size of Tile 600x600 mmRates

Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple

geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours,

shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural

drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement :

4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement

slurry admixed with pigment to match the marble shade, including rubbing, curing and polishing etc. all

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

7 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

11.52.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. sqm 40.00 40.00 6927.35 2,77,094.00

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

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

inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27

mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required

length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick

bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to

centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out

of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27

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

of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of

gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at

230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with

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

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

specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made

with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of

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

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 350 350.00 1,529.10 5,35,185.00

13.1 12 mm cement plaster of mix :

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

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement

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

13.16 6 mm cement plaster of mix :

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of

13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour :

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

13.41.1 VOC content less than 50 gram/litre sqm 6240.00 6240.00 185.65 11,58,456.00

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

13.47 additives of required shade:

New work (Two or more coats applied @ 1.43 Itr/10 sqm over

13.47.1 and including priming coat of exterior primer applied @ 0.90 Sqm 1500.00 2000.00 171.10 3,42,200.00

8 Digitally signed by Anuvesh

DESCRIPTION Unit Qty-Block (A) Qty Rounded Rate DSR Amount

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

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 10700.00 10700.00 156.05 16,69,735.00

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.

TOTAL OF SCHEDULE ITEM 20,55,93,548.49

NON-SCHEDULE ITEM

Provide and apply a terrace slab waterproofing system comprising 1.2 mm thick single-component

polyurethane (PU) membrane combined with 1 mm thick PVC membrane on the RCC slab, ensuring high

elongation, tensile strength, and long-term durability, with all surfaces cleaned to expose hairline cracks and

aggregate texture prior to application.

Providing and fixing eco-friendly epoxy primer and two coats of single-component PU waterproofing with

0.3 mm PVC membrane, total thickness ≥1.2 mm on prepared concrete

Providing and applying two coats of 2-component acrylic cementitious coating followed by coal tar epoxy

MR-3 coating on the inner side of the tank. sqm 50.00 50.00 951.00 47,550.00

Providing and applying two coats of 2-component acrylic cementitious coating followed by food-grade epoxy

MR-4 coating on the inner side of the tank. sqm 50.00 50.00 979.00 48,950.00

Providing, fabricating, supplying, and fixing Glass Fiber Reinforced Concrete (GRC) jali panels of approved

MR-5 pattern, size, and thickness at all heights and levels as per architectural drawings, including supporting sqm 50.00 50.00 5,956.00 2,97,800.00

Wire-cutanchoring,

brick work finishing, and all

cladding (230 incidental

× 75 mm) complete

with common burnt clay F.P.S. bricks of class 7.5 in

superstructure above plinth level up to floor V, in all shapes and sizes, in 1:6 cement-sand mortar, including

MR-6 scaffolding, curing, and finishing, complete as per drawings and specifications sqm 2080.00 2080.00 2,800.00 58,24,000.00

Providing, fabricating, supplying, and fixing Glass Fiber Reinforced Concrete (GRC) jali panels of approved

pattern, size, and thickness at all heights and levels as per architectural drawings, including supporting

MR-7 system, anchoring, finishing, and all incidental works complete sqm 85.00 85.00 5,956.00 5,06,260.00

Providing, fabricating, supplying and fixing of louvers for covering service/utility shaft, made of aluminium

MR-8 sections, designed to allow ventilation while concealing shaft area, complete in all respects. Sqm 95.00 95.00 6,229.00 5,91,755.00

TOTAL OF NON-SCHEDULE ITEM 1,08,07,955.00

9 Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - Road Works

DSR NO. DESCRIPTION OF ITEM Rounded

UNIT QTY RATE (RS.) AMOUNT (RS.)

SCHEDULE ITEMS:

1.+B8+A6: By mechnical transport including loading, unloading & stacking

1.1.4 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 lift upto 1.5 m, as

directed by Engineer-in-charge.

2.7 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

2.7.1 Ordinary rock

4.1 Providing and laying in position cement concrete of specified grade

4.1.8 excluding

1:4:8 the cost of

(1 Cement : 4centering

coarse and shuttering

sand (zone-lll)- All work up

derived to plinth

5.9 sources : 8 and

Centering graded stone aggregate

shuttering 40 mm

including nominal

strutting, size derived

propping etc. from

removal of form for:

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

5.9.16 Edges of slabs and breaks in floors and walls

5.9.16.1 Under 20 cm wide

Steel reinforcement for R.C.C. work including straightening, cutting,

5.22A bending, placing in position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 500.00 500.00 107.85 53925.00

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

5.35 the specified cement content therein. quintal 200.00 200.00 733.50 146700.00

Preparation and consolidation of sub-grade with power road roller of 8

to 12 tonne capacity after excavating earth to an average of 22.5cm

depth, dressing to camber and consolidating with road roller including

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

disposal of surplus earth lead upto 50 mtr.

Extra for compaction of earth work in embankment under optimum

16.2 moisture conditions to give at least 95% of the maximum dry density Cum 500.00 500.00 24.85 12425.00

16.3 Supplying and stacking at site.

16.3.1 90 mm to 45 mm size stone aggregate Cum 150.00 150.00 2098.40 314760.00

16.3.3 53 mm to 22.4 mm size stone aggregate Cum 162.00 162.00 1842.30 298452.60

Laying, spreading and compacting stone aggregate of specified sizes

to WBM specifications in uniform thickness, hand picking, rolling with

3 wheeled road / vibratory roller 8-10 tonne capacity in stages to

16.4 proper grade and camber, applying and brooming requisite type of Cum 270.00 270.00 1046.95 282676.50

screening / binding material to fill up interstices of coarse aggregate,

watering and compacting to the required density .

Providing and fixing in position pre-moulded joint filler in expansion joints. depth per

per cm joints. cm width

Providing and applying 2.5 mm thick road marking strips

(retroreflective) of specified shade/ colour using hot thermoplastic

material by fully/ semi automatic thermoplastic paint applicator

machine fitted with profile shoe, glass beads dispenser, propane tank

heater and profile shoe heater, driven by experienced operator on

16.62 road surface including cost of material, labour, T&P, cleaning the sqm 72.00 72.00 747.80 53841.60

road surface of all dirt, seals, oil, grease and foreign material etc.

per direction of Engineer-in-charge and accordance with applicable

specifications.

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

concrete from batching plant. The ready mixed concrete shall be laid

and finished with screed board vibrator , vacuum dewatering process

and finally finished by floating, brooming with wire brush etc.

complete as per specifications and directions of Engineer-incharge.

(The panel shuttering work shall be paid for separately). (Note:- Cum 220.00 220.00 9823.80 2161236.00

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

Excess/less cement used as per design mix is payable/ recoverable

TOTAL OF SCHEDULE ITEMS 47,87,449.06

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN ,

GORAKHPUR, UTTAR PRADESH.

GENERAL ABSTRACT OF COST

Amount on Amount on

S.NO DESCRIPTION TOTAL

DSR-2023 Non- DSR

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ANALYSIS OF RATE FOR SEPTIC TANK (150 USER'S)

Sl. Description of Item DSR-2023 NO L B H QTY Unit Rate Amount

Size of Tank = 7.70 X 2.40 X 1.70 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 of 50 m.

All kinds of soil 2.8.1 46.490 Cum 260.30 12,101.35

Take 60 % Qty of items 1.A

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 of 50 m.

2.A Earth work in Excavation 1.50-3.00 mtr 1 1 10.310 5.010 1.000 51.650

Take 50 % Qty of items 2.A 2.8.1

Take 50 % Qty of items 2.A 2.9.1

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.

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

graded stone aggregate 40 mm nominal size).

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 separately).

Upto plinth level 5.33.1

6 Centering and shuttering including strutting,

propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for

mass concrete. 5.9.1

7 Walls (any thickness) including attached pilasters,

plinth and string courses etc. 5.9.2

8 Lintels, beams, plinth beams, girders, bressumers

and cantilevers.

8 Suspended floors, roofs, landings, balconies and

access platform. 5.9.20

9 Edges of slabs and breaks in floors and walls.

Under 20 cm wide 5.9.16.1

10 Providing and fixing tie bolt, spring coil and plastic

cone in wall shuttering complete as per the

direction of Engineer-in-charge. 5.10.4 1 2 108.000 216.000

11 Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete. 5.22

Thermo-Mechanically Treated bars. 5.22.6

UP TO PLINTH 100kg/cum

qty same as item no 5 1 1 20.100 100 2010.000

12 52 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 compound is mixed @ 2 litre per 50kg of

cement or as per manufactures specifications. This

includes cost of cement slurry, but excluding the

cost of nosing of steps etc. complete.

for maintaining slope 1 1 7.700 2.400 18.480 Sqm

13 6 mm cement plaster on rough side of single or half

brick wall of mix: 13.16

14 Providing and fixing in position pre-cast R.C.C.

manhole cover and frame of required shape and

approved quality

Circular shape 560 mm internal diameter 19.19.3.1

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 Providing and fixing soil, waste and vent pipes

Centrifugally cast (spun) iron socketed pipe as per

Inlet + outlet 1 2 1.800 3.600

17 Providing and fixing terminal guard :

Sand cast iron S&S as per IS - 3989 17.56.1.2 1 1 1.000 Nos 506.00 506.00

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 per

standard design.With F.P.S. bricks 19.32.1 1 1 1.000 Nos 26861.90 26,861.90

Total Cost 7,61,837.46

2 No SEPTIC TANK 15,23,674.92

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ANALYSIS OF RATE FOR SEPTIC TANK (150 USER'S)

Sl. Description of Item DSR-2023 NO L B H QTY Unit Rate Amount

Size of Tank = 7.70 X 2.40 X 1.70 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 2+0.18*

excavated soil and disposal of surplus excavated 2+0.3*2

soils as directed, within a lead of 50 m. 5+0.18*2+0 +0.075*

All kinds of soil 2.8.1 31.570 Cum 260.30 8,217.67

Take 60 % Qty of items 1.A

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 of 50 m.

2.A Earth work in Excavation 1.50-3.00 mtr 1 1 7.610 4.610 1.000 35.080

Take 50 % Qty of items 2.A 2.8.1

Take 50 % Qty of items 2.A 2.9.1

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.

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

graded stone aggregate 40 mm nominal size).

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 separately).

Upto plinth level 5.33.1

6 Centering and shuttering including strutting,

propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for

mass concrete. 5.9.1

7 Walls (any thickness) including attached pilasters,

plinth and string courses etc. 5.9.2

8 Lintels, beams, plinth beams, girders, bressumers

and cantilevers.

8 Suspended floors, roofs, landings, balconies and

access platform. 5.9.20

9 Edges of slabs and breaks in floors and walls.

Under 20 cm wide 5.9.16.1

10 Providing and fixing tie bolt, spring coil and plastic

cone in wall shuttering complete as per the

direction of Engineer-in-charge. 5.10.4 1 2 108.000 216.000

11 Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete. 5.22

Thermo-Mechanically Treated bars. 5.22.6

UP TO PLINTH 100kg/cum

qty same as item no 5 1 1 17.240 100 1724.000

12 52 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 compound is mixed @ 2 litre per 50kg of

cement or as per manufactures specifications. This

includes cost of cement slurry, but excluding the

cost of nosing of steps etc. complete.

for maintaining slope 1 1 7.700 2.400 18.480 Sqm

13 6 mm cement plaster on rough side of single or half

brick wall of mix: 13.16

14 Providing and fixing in position pre-cast R.C.C.

manhole cover and frame of required shape and

approved quality

Circular shape 560 mm internal diameter 19.19.3.1

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 Providing and fixing soil, waste and vent pipes

Centrifugally cast (spun) iron socketed pipe as per

Inlet + outlet 1 2 1.800 3.600

17 Providing and fixing terminal guard :

Sand cast iron S&S as per IS - 3989 17.56.1.2 1 1 1.000 Nos 506.00 506.00

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 per

standard design.With F.P.S. bricks 19.32.1 1 1 1.000 Nos 26861.90 26,861.90

Total Cost 6,73,059.28

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

COST OF MINI INTEGRATED SPORTS COMPLEX (20x32 Sqm)

Sl. Description No L B H Qty. Unit Rates Total Total

No. DSR-2023 Non DSR

1 16.1 Preparation and consolidation of sub grade with

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm depth,

dressing to camber and consolidating with road roller

including making good the undulations etc. and re-

rolling the sub grade and disposal of surplus earthwith

2 16.3.2 Supplying and stacking at site

63 mm to 45 mm size stone aggregate 1 20.00 32.00 0.075 48.00 cum. 1,636.05 78,530.40

3 16.3.3 Supplying and stacking at site

4 16.3.6 Supplying and stacking at site

Stone screening 13.2 mm nominal size (Type A) 1 20.00 32.00 0.050 32.00 cum. 2,034.35 65,099.20

5 16.3.7 Supplying and stacking at site

Stone screening 11.2 mm nominal size (Type B) 1 20.00 32.00 0.050 32.00 cum. 2,247.75 71,928.00

6 16.3.8 Supplying and stacking at site

7 16.3.10 Supplying and stacking at site

8 16.4 Laying, spreading and compacting stone aggregate of

specified sizes to WBM pecifications in uniform

thickness, hand picking, rolling with 3 wheeled

road/vibratory roller 8-10 tonne capacity in stages to

proper grade and camber, applying and brooming

requisite type of screening / binding material to fill up

interstices of coarse aggregate, watering and

compacting to the required densi

Digitally signed by Anuvesh

Sl. Description No L B H Qty. Unit Rates Total Total

No. DSR-2023 Non DSR

qty same item No.16.3.2 48.00

qty same item No.16.3.3 48.00

qty same item No.16.3.6 32.00

qty same item No.16.3.7 32.00

qty same item No.16.3.8 32.00

qty same item No.16.3.10 32.00

9 MR ACRYLIC FLOORING CONSISTING OF 8

LAYERS SYSTEMS:

Specifications:

a) 1 layer of re-surfacer

b) 5 layers of Cushion

c) 2 layers of color

Line marking as per international standards

10 MR Hand Operated Hydraulic Moveable Basketball

System with 20 mm thick. Transparent Acrylic board

wtih Double Die made frame Aluminium Anodized

with built in brackets for mounting, Dunking Rims,

3.2 mtrs Proejction From the Base pole, Special non

marking wheels, Hand operated Hydraulic System for

East lifting and bringing down the Backboard in a

folded position as shown in the picture, System as per

BFI Specifications.

Digitally signed by Anuvesh

Sl. Description No L B H Qty. Unit Rates Total Total

No. DSR-2023 Non DSR

11 MR HANDBALL GOAL POST POLES (MOVEABLE):

Handball Goal Post size (3 Mtrs width 2 MTRs Ht.)

Front Fascia of 80 mm Diameter of M.S. Pipe 3.2 mm

+ 0.1 mm Wall thickness, with Rear Pipes of 40/mm

Dia with Hooks for holding Nets at the rear along

with wheels. All Premiered & Painted along with

Handball net (Heavy Duty).

12 MR Volleyball poles Basic model with over lapping

system for height adjustment.

Volleyball Net Plastic Coated Steel Ware Net .

Antenna for (Volley Ball Poles) Fiberglass,

13 MR Volleyball poles Basic model with over lapping

system for height adjustment.

Volleyball Net Plastic Coated Steel Ware Net .

Antenna for (Volley Ball Poles) Fiberglass,

14 MR Line Marking of Badminton Court on Kota stone

flooring, as per international rules with Paint (Asian,

Berger or Equivalent) 1 1.00 Job 15,000.00 15,000.00

15 MR Installation Charges 1 1.00 Job 20,000.00 20,000.00

16 Analysis CHAIN LINK FENCING: 3.0 Mtr High

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ABSTRACT OF COST (ENTRANCE GATE )

[ BASED ON D.S.R. 2023 ]

S.N. DESCRIPTION OF ITEM DSR.2023 QUANTITY UNIT RATES AMOUNT AMOUNT

DSR ITEM [M.R. ITEM]

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

1 ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus 2.8.1 28.09 CUM 260.3 7311.83

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

B Concrete Work

Providing and laying in position cement concrete of specified grade excluding the cost of centering and

2 shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural 4.1.8 3.03 CUM 6812 20640.36

sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand

3 (zone-III): 4 graded stone aggregate 12.5mm nominal size) 4.1 3.15 SQM 410.85 1294.18

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using

4 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a 4.13 3.15 SQM 146.15 460.37

piece of cloth lightly soaked in kerosene oil.

C Reinforced Cement Concrete

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

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

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS:

9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing

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

5 cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of

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

bear the cost of extra cement.

(a) Upto plinth level

(i) R.C.C. work in Footing 5.33.1.1 6.28 CUM 9504.75 59689.83

(iii) R.C.C. work in Columns 5.33.1.1 1.36 CUM 9504.75 12926.46

(b) Above plinth to floor-V lvl

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

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

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS:

9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing

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

cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of

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

bear the cost of extra cement.

(ii) R.C.C. work in Columns 5.33.2.1 4.54 CUM 9860.4 44766.22

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

(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 20.73 SQM 392.15 8129.27

(b) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 79.44 SQM 961.3 76365.67

(c) Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 5.9.20 38.52 SQM 1028.4 39613.97

(d) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick 5.9.21 58.53 SQM 841.95 49279.33

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and 5.22.6 12.51 QTL. 10785 134920.35

binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and 5.22.A.6 26.82 QTL. 10785 289253.7

binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.

D Masonry Work

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure 6.4.2 19.26 CUM 9105.95 175380.6

9 above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse

F Wood and PVC Work

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, 9.21.1 1.58 SQM 2392.65 3780.39

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:35 mm thick

including ISI marked Stainless Steel butt hinges with necessary screws.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or 9.48.1 16.2 KG 219.1 3549.42

11 round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less 9.101.2 1 NOS 72.35 72.35

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

etc. complete. Twin rubber stopper

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with 9.165.1 2 NOS 119.2 238.4

necessary screws etc all complete(a) 125 mm.

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade M.R. 1 NOS 560 560

14 AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete.

15 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre 10.11.1 16.2 KG 131.05 2123.01

hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled

steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing

and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other

16 fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for

payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.

1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints

17 mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of

approved steel primer

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 10.13.1 32.85 KG 141.7 4654.85

Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and 10.25.2 1755 KG 172.6 302913

18 applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames,

guard bar, ladder, railings, brackets, gates and similar works

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all 10.30.1 0.54 SQM 1064.65 574.91

complete with : 4.0 mm thick glass panes.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry 11.26 4.24 SQM 1948.25 8260.58

20 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) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick 11.27 1.62 SQM 2354.7 3814.61

21 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

22 12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand) 13.4.2 142.06 SQM 343.65 48818.92

23 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). 13.5.1 5.35 SQM 411.75 2202.86

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 13.5.2 84 SQM 395.35 33209.4

25 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 13.16.1 27.05 SQM 155.9 4217.1

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 13.82.2 111.05 SQM 137.45 15263.82

26 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to

achieve even shade and colour.Two coats

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New 13.47.1 142.06 SQM 171.1 24306.47

27 work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer

applied @ 2.20 kg/ 10 sqm).

Applying priming coat:

With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft 13.50.2 3.15 SQM 74.65 235.15

With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised 13.50.3 37.49 SQM 67.4 2526.83

iron/steel works.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or 13.61.1 40.64 SQM 155.9 6335.78

more coats on new work.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and 13.8 258.46 SQM 156.05 40332.68

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

J Water Proofing

Providing and laying integral cement based water proofing treatment including preparation of surface as

32 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

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS :

2645 and approved by Engineerin- 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 Engineerin-

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 Engineer-in-charge.

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

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

including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface

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

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

and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-

With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 22.7.1 54.57 SQM 1684.6 91928.62

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

DSR 2023 Base Total Cost

DSR -2023 Description of Items Final Qnty Unit

Rate (₹) Base (₹)

Earthwork in excavation by mechanical/manual means over areas (>30 cm

2.25 Filling available excavated earth in trenches, plinth, etc. in layers 5.63 Cum 196.00 1103.48

Providing and laying cement concrete (PCC 1:5:10 / 1:4:8 mix down up to

2.27 Supplying and stacking at site: Good Earth (Local earth/soil) 5.63 Cum 385.00 2167.55

4.3.1 Centering and shuttering including strutting, propping, and form removal 15.00 Sqm 360.20 5403.00

Brickwork with common burnt clay F.P.S. class 7.5 in foundation/plinth (1:6

Providing and laying 60mm thick factory-made M-30 interlocking paver

16.97 Providing and laying M-25 grade factory-made concrete kerb stones 5.06 Cum 9250.00 46805.00

13.61.1 Painting with synthetic enamel paint of approved brand (2+ coats) 33.75 Sqm 148.50 5011.88

Direct Material and Labor Base Cost 808256.83

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

DSR-2023 Item DSR-2023 DSR-2023 Base Rate

Description of Civil Engineering Scope Unit Quantity

No. Base Rate (₹) (₹)

Earthwork in excavation by mechanical/manual means over areas

2.25 Filling available excavated earth in trenches, plinth, etc. in layers 30.20 Cum 196.00 5919.20

Providing and laying cement concrete (PCC 1:5:10 / 1:4:8 mix

down up to plinth)

2.27 Supplying and stacking at site: Good Earth (Local earth/soil) 150.00 Cum 385.00 57750.00

Centering and shuttering including strutting, propping, and form

Brickwork with common burnt clay F.P.S. class 7.5 in

foundation/plinth (1:6 mix)

52 mm thick cement concrete flooring with concrete hardener

topping, under layer 40 mm thick cement concrete 1:2:4 and top

layer 12 mm thick cement hardener mix 1:2 with hardening

Providing and fixing glass strips in cement concrete flooring

(approx. 40mm wide, 4mm thick) for structural expansion joints.

Sub-Total Core Material & Construction Labor Cost 1678967.67

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

GENERAL ABSTRACT OF COST - TYPE III QUARTERS

AMOUNT AS PER DSR AMOUNT AS PER

S.NO. DESCRIPTION TOTAL (Rs.)

2023 (RS.) MARKET RATE (RS.)

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

1.1.4 Carriage of excavated rock

2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as

directed by Engineer-in-charge.

2.6.1 All kinds of soil cum 328.32 177.50 58,276.80

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.

2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including

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

2.8.1 All kinds of soil. cum 81.00 260.30 21,084.30

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering, lead up to 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 cum 240.00 700.50 1,68,120.00

etc. complete for all lift.

2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 42.00 2,123.75 89,197.50

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

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 150.00 234.75 35,212.50

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

2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling

and plugging holes etc.: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45

degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 109.00 43.00 4,687.00

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

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

from natural sources)

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

of form work for

4.3.1 Foundations, footings, bases for columns Sqm 83.00 392.15 32,548.45

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 Sqm 210.00 749.30 1,57,353.00

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

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

chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the

cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural cum 24.00 11,505.50 2,76,132.00

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

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 115.00 392.15 45,097.25

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 620.00 927.25 5,74,895.00

5.9.4 Shelves (Cast in situ) sqm 7.00 927.25 6,490.75

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 620.00 736.40 4,56,568.00

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 420.00 961.30 4,03,746.00

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 24.00 764.95 18,358.80

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 45.00 951.10 42,799.50

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 7200.00 107.85 7,76,520.00

5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 13840.20 107.85 14,92,665.57

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 343.00 78.40 26,891.20

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

using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag

cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability

and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but

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

following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement content

in design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement content,

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

cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 71.00 9,504.75 6,74,837.25

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 145.00 9,860.40 14,29,758.00

5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 63.00 733.50 46,210.50

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

designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 15.00 7,132.25 1,06,983.75

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

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

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure above plinth level up to floor V level in cement

mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every

third course of masonry work.

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks

of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC

band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of cum 220.00 8,333.65 18,33,403.00

Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. complete at all levels.

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

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

location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of Each 8.00 978.70 7,829.60

cut edges etc. complete.

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

Derived Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick

from 8.18 cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including grinding

with hand grinder on joints, rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps

and pins which shall be paid for separately).

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

9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position

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

9.1.1 Second class teak wood cum 1.00 1,42,949.70 1,42,949.70

9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and

clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for

panelled or panelled and glazed shutters 25 mm to 40 mm thick.

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

9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |) decorative type, core of block board

construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and

face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 36.70 3,473.85 1,27,490.30

9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 73.00 106.70 7,789.10

Providing and fixing wooden moulded beading to door and window frames with iron screws ,plugs and priming coat unexposed

surface etc.complete.

9.40.1 2nd class teak wood

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

9.47.1 20 mm dia (heavy type) metre 24.00 175.00 4,200.00

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 complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 300.00 238.35 71,505.00

9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS

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

oxidised as per IS 1378)

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

oxidised as per IS 1378)

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

with 6 levers and a pair of lever handles of approved quality with necessary Each 48.00 854.65 41,023.20

screws etc. complete.

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

necessary screws etc. complete.

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as

per IS :1868) transparent or dyed to required colour or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 48.00 39.60 1,900.80

9.101.2 Twin rubber stopper Each 0.00 62.25 0.00

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

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

9.114.2 Double strip (horizontal type) each 32.00 39.70 1,270.40

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

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

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

BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge

bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- sqm 51.00 2,829.25 1,44,291.75

charge. (Payment of providing and fixing auto

closing hinges shall be paid separately)

9.169 Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS : 710 of

approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails,screws etc. complete as per sqm 17.63 2,593.15 45,717.23

direction of Engineer-incharge.

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60

mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm,

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

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

coat of approved steel primer after pre-treatment of the surface as directed by Engineerin- charge:

10.14.2 Profile C

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

10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 228.10 172.60 39,370.06

10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8

grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling

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

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

buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required

size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for

payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,

fasteners etc.).

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

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides sqm 76.00 1,133.55 86,149.80

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 sqm 22.00 1,948.25 42,861.50

sand) 11.26.1: 25 mm thick

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 sqm 10.00 2,354.70 23,547.00

rubbing and polishing complete.

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick

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

white cement and matching pigment etc., complete.

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption

less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick

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

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

be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles

gently and easily.

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

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

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

0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed

of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with

white cement & matching pigments etc.

11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions

of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of

cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the

Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 55.00 3,186.70 1,75,268.50

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of

the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of

cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed

with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the

Engineer-in-Charge.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 53.00 3,071.05 1,62,765.65

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

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

cleaning the slab surface with brushes and finally with a piece of cloth Sqm 371.00 166.20 61,660.20

lightly soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10

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 15-18microns. 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 Sqm 370.00 738.65 2,73,300.50

desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses

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

coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and

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

12.51.6 Gutter (600 mm over all girth) Sqm 61.00 1,313.70 80,135.70

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

locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of

main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum)

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

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

600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to

form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid

including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and

50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at

1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester

paint, all complete for all heights as per specifications, drawings and as directed by

Engineer-in-charge.

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

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

from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and

12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps Sqm 41.58 2215.15 92,105.94

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

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

13.1.2 1:6 (1 cement: 6 fine sand) (Not less than in 1.25 FM) Sqm 1418.00 333.35 4,72,690.30

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

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 704.00 518.55 3,65,059.20

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

13.16 6 mm cement plaster of mix :

13.17 6 mm cement plaster on ceiling including chipping of CC/ RCC surface before plastering in cement mortar of mix 1:3 (1 cement :

3 fine sand ) (Not less than in 1.25 FM)

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

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10

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

13.61.1 Two or more coats on new work sqm 99.67 155.90 15,538.55

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

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

13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than

50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even

shade and colour.

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

plastered wall surface to prepare the surface even and smooth complete.

ALUMINIUM WORK:

21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular

sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required

EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be

paid for separately) :

21.1.1 For fixed portion

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

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

fittings wherever required including the cost of

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

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

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):

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - TYPE III QUARTERS (CIVIL ITEMS)

DSR 2023 QUANTITY for 2 DSR-2023 Rate/ DSR Amount / Market

CODE NO. DESCRIPTION Unit Blocks Market Rate Amount

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm sqm 82.00 1,505.25 1,23,430.50

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

rod of approved quality as per architectural drawings and direction of Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 236.00 96.75 22,833.00

21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc.

21.15.1 Anodized (AC 15) aluminium each 103.00 89.40 9,208.20

WATER PROOFING:

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the

like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in

recommended proportions including rounding off junction of vertical and horizontal surface.

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

proportion including rounding off junction of vertical and horizontal surface.

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

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each

other with bitumen @ 1.7 kg/sqm).

NEW TECHNOLOGIES AND MATERIALS

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

size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice

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

density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50

N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being

termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required

size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:

stainless steel butt hinges and necessary S.S screws shall be paid separately)

TOTAL OF SCHEDULE ITEM 1,56,92,478.35

NON-SCHEDULE ITEM

MR-1 Providing and fixing Modular kitchen with following items completed as per directions of engineer in charge.

a Carcass Side Panel 310D x 600H each 16.00 2,802.98 44,847.68

b Carcass Side Panel 560D x 700H each 16.00 5,909.90 94,558.37

c Top Plain Shelf Unit 1000 mm each 8.00 31,098.12 2,48,784.99

d GTPT Unit 600 mm with Plain Shutter each 8.00 52,226.61 4,17,812.89

e Top Plain Shelf Unit 600 mm each 8.00 25,699.61 2,05,596.90

g Grocery Unit - Serene 600 mm each 8.00 65,158.43 5,21,267.46

h 3 Drawer Unit with Tranquil 600 mm each 8.00 63,305.86 5,06,446.89

i Hinged Unit below Sink 600 mm each 8.00 22,351.47 1,78,811.80

j Corner Plain Shelf Unit 1000 mm (Steel) each 8.00 38,366.09 3,06,928.74

k SKIRTING (REHAU) SYSTEM-100mm BRUSHED ALUMINIUM each 24.00 4,812.35 1,15,496.29

l BRUSHED ALUM. SKIRTING 100mm HARDWARE PACKET FOR KITCHEN CABINETS each 8.00 7,328.27 58,626.19

m ROSE GOLD Handle PITCH: 128MM FINISH: BRONZE each 128.00 632.00 80,895.65

n End leg channel for Floor - Tall unit - 560D each 32.00 2,303.65 73,716.93

o Shared leg channel for Floor - Tall unit - 560D (PAC of 1) each 16.00 716.42 11,462.79

q SCREWS & SHELF SUPPORT FOR METAL KITCHEN ACCESSORIES each 8.00 1,394.25 11,154.03

TOTAL OF NON-SCHEDULE ITEM 29,20,290.40

Digitally signed by Anuvesh

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

GENERAL ABSTRACT OF COST - TYPE IV QUARTERS

AMOUNT AS PER DSR AMOUNT AS PER

S.NO. DESCRIPTION TOTAL (Rs.)

2023 (RS.) MARKET RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 35,98,641.30 5,49,256.23 41,47,897.53

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market 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.

2.6.1 All kinds of soil cum 56.19 177.50 9,973.73

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

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

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

and neatly dressed.

2.7.1 Ordinary rock Cum 6.24 498.90 3,113.14

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

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

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

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

2.8.1 All kinds of soil. cum 22.00 260.30 5,726.60

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

etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming cum 56.19 196.00 11,013.24

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

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

transport upto a lead of 5km also including ramming and watering of the earth in layers not

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

2.27 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. cum 10.00 2,123.75 21,237.50

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

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 32.00 234.75 7,512.00

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

2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25

litres per linear metre including drilling and plugging holes etc.: With Chlorpyriphos/ metre 40.10 53.45 2,143.35

Lindane E.C. 20% with 1% concentration

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

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

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

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 12.60 43.00 541.80

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

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

aggregate 40 mm nominal size derived from natural sources)

4.3 Centering and shuttering including strutting, propping etc. and removal of form work for

4.3.1 Foundations, footings, bases for columns Sqm 41.95 392.15 16,451.48

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 Sqm 30.08 749.30 22,538.94

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

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

15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and

spiral stair cases above plinth level up to floor five level, excluding the cost of centering,

shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll)

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

natural sources).

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 23.16 392.15 9,082.19

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 126.96 927.25 1,17,723.66

5.9.4 Shelves (Cast in situ) sqm 3.60 927.25 3,338.10

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 120.70 736.40 88,883.48

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 90.57 961.30 87,064.94

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 9.11 951.10 8,664.52

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2304.38 107.85 2,48,527.81

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

position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 3523.49 107.85 3,80,008.18

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

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

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

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

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

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

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

centering, shuttering, finishing and

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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 20.71 9,504.75 1,96,805.35

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 32.05 9,860.40 3,15,986.38

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

content therein.

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

designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 23.80 7,132.25 1,69,768.95

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

(non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Mtr 40.00 59.45 2,378.00

cement : 4 fine sand).

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

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

3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : cum 9.65 10195.45 98,345.31

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 cum 30.64 8,333.65 2,55,351.37

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

reinforcement shall be made for seperately).

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and

prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and

similar locations of required size, approved shade, colour and texture laid over 20 mm thick

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

mixed with matching pigment, epoxy touch ups, including rubbing, curing,

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

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

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

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

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

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

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

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

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

wrought framed and fixed in position with hold fast lugs or with dash fasteners of required

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

9.1.1 Second class teak wood cum 0.11 1,42,949.70 15,724.47

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

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

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

panelled and glazed shutters 25 mm to 40 mm thick.

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

aperture with matching wood beading

9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4

mm thick in doors, windows and clerestory window shutters. (Area of opening for glass sqm 0.73 176.40 128.77

panes excluding portion inside rebate shall be measured).

9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |)

decorative type, core of block board construction with frame of 1st class hard wood and

well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on

both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 10.88 3,473.85 37,795.49

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

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

9.47.1 20 mm dia (heavy type) metre 3.00 175.00 525.00

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 complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 58.08 238.35 13,843.37

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

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

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

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

complete (Copper oxidised as per IS 1378)

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

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

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

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

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and

a pair of lever handles of approved quality with necessary screws etc. complete. Each 7.00 854.65 5,982.55

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market 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

or shade with necessary screws etc. complete:

9.101.1 Single rubber stopper Each 7.00 39.60 277.20

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

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

9.114.2 Double strip (horizontal type) each 4.00 39.70 158.80

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

make with necessary screws etc all complete.

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

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

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

machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per sqm 6.43 2,829.25 18,192.08

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

closing hinges shall be paid separately)

9.169 Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP

grade marine ply as per IS : 710 of approved brand boxes, shelves, racks, almirah,

cupboard and drawer etc. including necessary nails,screws etc. complete as per direction

of Engineer-incharge.

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

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

and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of

1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,

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

absorbers as specified and applying a coat of approved steel primer after pre-treatment of

the surface as directed by Engineerin- charge:

10.14.2 Profile C

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

10.14.3 Profile E

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

10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 60.48 172.60 10,438.85

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of

10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head,

comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame ,

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

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

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

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

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

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

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

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

nuts, bolts, fasteners etc.).

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

Flat 15x3 mm and nuts & bolts complete.

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

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

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

polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : sqm 2.00 1,948.25 3,896.50

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

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

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

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in

colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar

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

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

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement

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

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

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

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

placing the tiles gently and easily.

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

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

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

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

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

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

11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in

linear as well as curvilinear portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing, curing and

polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in

linear as well as curvilinear portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing , curing and

polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 12.00 3,071.05 36,852.60

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

with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with

brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :

12.15.1 With residual type petroleum bitumen of grade VG -10 Sqm 147.00 166.20 24,431.40

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 by Engineerin- charge.

The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with

EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding

the cost of purlins, rafters and trusses

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 :

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

12.51.6 Gutter (600 mm over all girth) Sqm 21.35 1,313.70 28,047.50

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

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

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

with suitably spaced joints to get required length and of size 24x38 mm made from 0.30

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

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

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

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

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

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

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

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

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

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

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

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

heights as per specifications, drawings and as directed by

Engineer-in-charge.

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

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

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

metalized polyester on the back side with all edges sealed with the face side PVC film Sqm 8.00 2215.15 17,721.20

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

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

13.1 12 mm cement plaster of mix :

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

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement Sqm 169.61 518.55 87,951.27

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

13.16 6 mm cement plaster of mix :

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

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

exterior primer applied @ 0.90 litre/10 sqm)

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

13.61.1 Two or more coats on new work sqm 38.55 155.90 6,009.95

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

to give an even shade :

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

approved brand and manufacture

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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.

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

brand and manufacturer, over the plastered wall surface to prepare the surface even and sqm 309.00 156.05 48,219.45

smooth complete.

16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot

path, park & lawns driveway or light & traffic parking etc. of required strength, thickness &

size/ shape, made by table vibratory method using PU mould, laid in required colour &

pattern over 50mm thick compacted bed of course sand, compacting and proper

embedding/laying of inter locking paver blocks into the sand bedding layer through

vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver

blocks as per required size and pattern, finishing and sweeping extra sand, all complete as

per manufacturer's specifications & direction of Engineerin- Charge

16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design &

16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. sqm 0.00 1,091.50 0.00

ALUMINIUM WORK:

21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required

dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and

sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever required including

cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

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

1868, Minimum anodic coating of grade AC 15)

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

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

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

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

1868, Minimum anodic coating of grade AC 15)

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

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

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

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

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm sqm 14.52 1,505.25 21,856.23

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

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

drawings and direction of Engineer-in-charge

21.8.1 Upto 5 mm depth and 5 mm width metre 89.15 96.75 8,625.26

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

aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 18.00 89.40 1,609.20

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

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

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

conforming to IS 2645 in recommended proportions including rounding off junction of

vertical and horizontal surface.

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

proofing compound in recommended proportion including rounding off junction of vertical

and horizontal surface.

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

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

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

STRUCTURAL GLAZING:

NEW TECHNOLOGIES AND MATERIALS

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE- TYPE V QUARTERS (CIVIL ITEMS)

DSR 2023 DSR-2023 Rate/ DSR Amount /

CODE NO. DESCRIPTION Unit Quantity Market Rate Market Amount

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

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

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

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

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

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

26.87 resistance to spread of flame of Class A category with property of being termite/borer

proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of

size with necessary full body threaded star headed counter sunk S.S screws, all as per

direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S

screws shall be paid separately)

TOTAL OF SCHEDULE ITEM 35,98,641.30

NON-SCHEDULE ITEM

MR-1 Providing and fixing Modular kitchen with following items completed as per directions of

engineer in charge.

a Carcass Side Panel 310D x 600H each 2.00 2,802.98 5,605.95

b Carcass Side Panel 560D x 700H each 2.00 5,909.90 11,819.80

c Top Plain Shelf Unit 800 mm each 1.00 27,569.07 27,569.07

d Wall Penta Corner Unit 615 mm (Steel) each 1.00 32,407.95 32,407.95

e GTPT Unit 600 mm with Plain Shutter each 1.00 52,226.61 52,226.61

f Top Plain Shelf Unit 600 mm each 1.00 25,699.61 25,699.61

g Top Plain Shelf Unit 600 mm each 1.00 25,699.61 25,699.61

h Top Plain Shelf Unit 600 mm each 1.00 25,699.61 25,699.61

i Tranquil Pullout Unit 300 mm (Steel) each 1.00 29,332.39 29,332.39

j Plain Shelf Unit 600 mm each 1.00 24,430.79 24,430.79

k 3 Drawer Unit with Tranquil 600 mm each 1.00 63,305.86 63,305.86

l Grocery Unit - Serene 600 mm each 1.00 65,158.43 65,158.43

m Corner Plain Shelf Unit 1000 mm (Steel) each 1.00 38,366.09 38,366.09

n Hinged Unit below Sink 1000 mm each 1.00 31,032.99 31,032.99

o Corner Plain Shelf Unit 1000 mm (Steel) each 1.00 38,366.09 38,366.09

p SKIRTING (REHAU) SYSTEM-100mm BRUSHED ALUMINIUM each 3.00 4,812.35 14,437.04

q BRUSHED ALUM. SKIRTING 100mm HARDWARE PACKET FOR KITCHEN CABINETS each 1.00 7,328.27 7,328.27

r ROSE GOLD Handle PITCH: 128MM FINISH: BRONZE each 25.00 632.00 15,799.93

s End leg channel for Floor - Tall unit - 560D each 2.00 2,303.65 4,607.31

t Shared leg channel for Floor - Tall unit - 560D (PAC of 1) each 6.00 716.42 4,298.55

v SCREWS & SHELF SUPPORT FOR METAL KITCHEN ACCESSORIES each 1.00 1,394.25 1,394.25

TOTAL OF NON-SCHEDULE ITEM 5,49,256.23

Digitally signed by Anuvesh

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR

SUMMARY OF COST

S.No. DESCRIPTION OF ITEM DSR-23 N.S.

(i) COURTYARD CIVIL WORKS WITH PEB 47.54 28.63

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

BILL OF QUANTITIES FOR PRAYER SHED

Sl. DSR-2023 Amount

DESCRIPTION OF ITEM QTY UNIT RATE

No DSR-2023 N.S.

1 2.8 Earth work in excavation by mechanical means 236.44 cum 260.30 61,545.33

2 2.25 (Hydraulic excavator)

Filling available / manual

excavated earthmeans in

(excluding rock) 157.63 cum 196.00 30,895.48

in trenches, plinth,

3 2.25(a) Excavating, supplying,sidesstacking

of foundations etc. of

and filling in local 121.38 cum 700.50 85,026.69

4 2.27 earth (including

Supplying royalty)inbyplinth

and filling mechanical transport

with sand under 125.55 cum 2,123.75 2,66,636.81

5 4.1.8 floors, including

Providing watering,

and laying ramming,

Cement consolidating

6 5.33 (1cement :4

Providing coarse

and laying sand :8 graded

in position stone

5.33.1 All concrete

works uptofor reinforced

plinth cement concrete

level Concrete of M25 grade 42.75 cum 9,504.75 4,06,328.06

(b) 5.33.2 All minimum abovecement

6 5.9 Concrete of and

Centering M25 grade with minimum

shuttering includingcementstrutting,

5.9.1 propping etc. and

Foundations, removal

footings, basesof form for :

of columns, etc. for 48.60 sqm 392.15 19,058.49

5.9.5 mass concrete

Lintels, beams, plinth beams, girders, bressumers 66.00 sqm 736.40 48,602.40

5.9.6 and cantilevers

Columns, Pillars, Piers, Abutments, Posts and 157.20 sqm 961.30 1,51,116.36

7 6.4.2 Struts

Brick work with common burnt clay F.P.S. (non 16.42 cum 9,105.95 1,49,519.70

8 5.22.A.6 Steel bricks of class

reinforcement for150 in superstructure

R.C.C. work including 93.43 qtl 10,785.00 10,07,642.55

9 13.4.2 12straightening,

mm cement cutting,

plasterbending,

: 1:6 (1incement:

10 13.5 coarse

15 mmsand)cement plaster on the rough side of single

13.5.2 1:6 brick wall

(1 cement: of mixsand)

11 11.20' Chequerred precast cement concrete tiles 22 mm 10.37 sqm 1,328.35 13,774.99

12 11.26 Kota footpath

stone slab &flooring

courtyard, overjointed

20 mm with(average)

11.26.1 25 mm base laid over and jointed with grey cement

13 6.44 Brick edging 7cm wide 11.4 cm deep to plinth 106.85 m 59.45 6,352.23

protection walls

14 13.48A.1 Finishing with common

with ready burnt

mixedclayPremium

15 13.45.1 Finishing walls(Company

with textured Depot Tinted)

Providingshade : New work

and applying white (Two or more

based putty 217.78 sqm 156.05 33,984.57

13.80 Demolishing

17 15.2.2 of average thicknesscement 1 mm, of approved

concrete brand and

mechanicalofmeans

18 15.60 Disposal buildingincluding

rubbish disposal

/ malbaof material

19 MR unserviceable,

Supply dismantled

and Erection of PEB or waste materials

structure withbyG.I. 1.00 JOB 28,63,487.90 28,63,487.90

20 10.28 P/Fsheet, all complete

Stainless Steelas(304per Grading)

the directions of made of 364.5

hollow tubes channels plates, etc including Total 47,54,322.89 28,63,487.90

Say In Lacs. 47.54 28.63

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

DSR-2023 Description of Item Quantity Unit DSR 2023 Rate (₹) Total Amount (₹)

DSR-2023 Description of Item Quantity Unit DSR 2023 Rate (₹) Total Amount (₹)

Earthwork in excavation for foundation trenches (all kinds

of soil, depth up to 1.5m).

PCC 1:4:8 foundation leveling course under the main floor

Reinforced Cement Concrete (RCC) M25 for vibro-isolated

pump beds, columns, and slab.

TMT Steel reinforcement bars including structural cross-

Class 7.5 Brickwork with 1:6 cement mortar (thick walls for

acoustic dampening).

Cement Plaster (Mix 1:6) with neat cement finish on internal

Waterproofing treatment to prevent water logging on the

floor and roof slab.

Steel Rolling Shutter / Secure Door with mechanical

locking latch to keep out children.

Earthwork Excavation in all soils for underground tank

footprint (including a 0.5m perimeter working clearance).

PCC 1:4:8 Leveling Course (100mm mud mat under base

Watertight RCC (M25/M30) for base raft (400mm),

perimeter walls (300mm), and roof slab (200mm).

TMT Steel Reinforcement including cutting, bending, and

specialized binding links (@ 120 kg/cum).

12mm Cement Plaster (1:3 Mix) integrated with an

approved integral waterproofing compound for interior faces.

Centering and shuttering including strutting, propping etc.

5.9.5 and removal of formwork for walls (any thickness) including 300 Sqm 482 144600

attached pilasters, buttresses, plinth and string courses etc.

GRAND TOTAL 46,80,603.68

GRAND TOTAL 46,80,603.68

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

DSR item no Sub-head and item of work Qnty. Unit Amount in Rs. Remarks

Boundary/ Compound Wall with 450 mm dia concertina coil fencing

Cost for 10 running Mtr

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

2.6 (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-incharge.

2.6.1 All kinds of soil 3.451 177.5 Cum 613

Random rubble masonary with harrd stone in foundation and plinth including levelling up with

cement concrete 1:6:12 upto plinth level

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

2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, 1.75 196 cum 343

lead up to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering

and shuttering - All work up to plinth level

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)

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

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

sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including pumping of concrete to site of laying,

5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note:

Extra cement up to 10% of the minimum specified cement content

in design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement content,

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

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 0.438 9504.75 cum 4163

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 1.576 9860.4 cum 15540

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement - All work up to plinth level :

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

aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,

5.2 plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth

level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

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

aggregate 20 mm nominal size derived from natural sources)

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

landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair

cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing 11505.5 Cum 0

and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

DSR item no Sub-head and item of work Qnty. Unit Amount in Rs. Remarks

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

5.9.1 a) Foundations, footings, bases of columns, etc. for mass concrete 5.3 392.15 sqm 2078

5.9.6 b) Columns, Pillars, Piers, Abutments, Posts and Struts 38.4 961.3 sqm 36914

5.9.5 c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 4 736.4 sqm 2946

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 248.833 107.85 kg. 26837

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) 2.99 7132.25 cum 21325

Supplying at site Y-Shaped Angle iron post & strut of required size including bottom to be split and

16.19 bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. 8.64 125.75 kg. 1086

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre

openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of

wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.

reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including

necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-

charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength

of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.

blocks shall be paid separately)

13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) 30.8785 347.05 sqm 10716

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

13.82.2 Two or more coats on new work 30.8785 137.45 sqm 4244

Sub-Total = 1,35,647.00

Cost per metre = 13,564.70

Total Cost for 450 Mtr. = 61,04,115.00

NBCC INDIA LIMITED

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

DETAILS OF MEASUREMENTS

Item No. Description of items No. L B H Qnty Unit

Boundary/ Compound Wall with 450 mm dia concertina coil fencing

Quantity for 10 running Mtr

Item 1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth,

1.5 m in width

All kinds of soilas well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto

Column Footing 4 x 0.80 x 0.80 x 1.00 = 2.56 Cum

Deduction for Column 3 x 0.80 x 0.30 x 0.45 = -0.32 Cum

Total = 3.45 Cum

Item 2 Random rubble masonary with harrd stone in foundation and plinth including levelling up with cement concrete 1:6:12 upto

Column Footing 4 x 0.60 x 0.60 x 0.10 = 0.14 Cum

Deduction for Column 3 x 0.60 x 0.30 x 0.10 = -0.05 Cum

Total = 0.36 Cum

Item 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in

Qty of Earth work as per item 1.1 = 3.45 Cum

Column Footing 4 x 0.60 x 0.60 x 0.40 = -0.58 Cum

Total = 1.75 Cum

Item 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering:

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size

up tonatural sources)

Column Footing 4 x 0.60 x 0.60 x 0.10 = 0.14 Cum

Deduction for Column 3 x 0.60 x 0.30 x 0.10 = -0.05 Cum

Total = 0.36 Cum

Item 5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering,

1:1.5:3 (1and reinforcement

cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size

plinth sources)

Column Footing 4 x 0.60 x 0.60 x 0.20 = 0.29 Cum

Total = 0.44 Cum

Item 6 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses,

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size

All Work above plinth level

Total = 0.45 Cum

Item 7 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves,

chajjas, lintels, bands,

Plinth plain window

Beam 1 sills,

9.00 andxspiral stair

0.25cases above

x plinth level up to= floor five0.56

0.25 level, excluding

Item No. Description of items No. L B H Qnty Unit

Total = 1.13 Cum

Item 8 Centering and shuttering including strutting, propping etc. and removal of form for

a) Foundations, footings, bases of columns, etc. for mass concrete

Footings 4 x 1.00 x 0.20 = 0.80 sqm

Plinth Wall 2 x 9.00 x 0.25 = 4.50 sqm

Total = 5.30 Sqm

b) Columns, Pillars, Piers, Abutments, Posts and Struts

Total = 38.40 Sqm

c) Lintels, beams, plinth beams, girders, bressumers and cantilevers

Plinth Beam 1 x 8.00 x 0.25 = 2.00 Sqm

Total = 4.00 Sqm

Item 9 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

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

2 legged Stirrups 8 mm dia @ 120 mm C/C

Hanger Bar(2- 12mm dia) 2 x 10.00 @ 0.889 Kg/m = 17.78 Kg

Stirrups 8 mm dia @ 150 mm C/C

Hanger Bar(2- 12mm dia) 2 x 10.00 @ 0.889 Kg/m = 17.78 Kg

Stirrups 8 mm dia @ 150 mm C/C

Total = 242.43 Kg

Add 5.0% for wastage and overlapping = 6.40 Kg

G-Total 248.83 Kg

Item 10 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

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

Deduction for Column 4 x 0.25 x 0.25 x 1.30 = -0.33 Cum

Item No. Description of items No. L B H Qnty Unit

Total = 2.99 cum

Item 11 Supplying at site Y-Shaped Angle iron post & strut of required size including bottom to be split and bent at right angle in

25mm x 25mm x 5mm Mild Steel Angle Iron

Weight @ 1.8 Kg/m = 8.64 Kg

Total = 8.64 Kg

Item 12 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total

600 mm dia concertina coil fencing

Total = 10.00 Mtr

Item 13 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Top Beam(Top Portion) 1 x 9.00 x 0.25 = 2.25 Sqm

Top Beam(Side Portion) 2 x 9.00 x 0.25 = 4.50 Sqm

Top Beam(bottom Portion) 1 x 9.00 x 0.02 = 0.18 Sqm

Column (Expose Face) 1 x 0.25 x 1.80 = 0.45 Sqm

Column (Conceal Face) 1 x 0.02 x 1.80 = 0.04 Sqm

Column Top 1 x 0.25 x 0.25 = 0.06 Sqm

Total = 30.88 Sqm

Item 14 White washing with lime to give an even shade : New work (three or more coats)

Top Beam(Top Portion) 1 x 9.00 x 0.25 = 2.25 Sqm

Top Beam(Side Portion) 2 x 9.00 x 0.25 = 4.50 Sqm

Top Beam(bottom Portion) 1 x 9.00 x 0.02 = 0.18 Sqm

Column (Expose Face) 1 x 0.25 x 1.80 = 0.45 Sqm

Column (Conceal Face) 1 x 0.02 x 1.80 = 0.04 Sqm

Column Top 1 x 0.25 x 0.25 = 0.06 Sqm

Total = 30.88 sqm

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

TUBEWELL ESTIMATE

BOREWELL 180 MTR. DEPTH

S.No. DSR '23 Description Unit Qty Rate Amount

DSR 2023 DSR 2022 MR

1 Sub Head : I Tubewells

1 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different trata, preparing and submitting strata chart/

bore log, including hire & running charges of all equipments, tools,

plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, upto 90 metre depth below ground

23.1.2 Rocky strata including Boulders

2 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata chart/

bore log, including hire & running charges of all equipments, tools,

plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto 150 metre

depth below ground level.

23.2.2 Rocky strata including Boulders

3 23.10 Supplying, assembling, lowering and fixing in vertical position in bore

well, ERW (Electric Resistance Welded) FE 410 mild steel screwed

and socketed/plain ended casing pipes of required dia, conforming

to IS: 4270, of reputed & approved make, including painted with

outside surface with two coats of anticorrosive paint of approved

brand and manufacture, including required hire & labour charges,

fittings & accessories, all complete, for all depths, as per direction of

Engineer-in-charge.

23.10.3 200 mm nominal size dia having minimum wall thickness

4 23.11 Supplying, assembling, lowering and fixing in vertical position in bore

well, ERW (Electric Resistance Welded) FE 410 plain slotted (having

slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain

bevel ended pipe (type A) of required dia, conforming to IS: 8110, of

reputed and approved make, having wall thickness not less than

5.40 mm, including painted with outside surface with two coats of

anticorrosive bitumestic paint of approved brand and manufacture,

including hire & labour charges, fittings & accessories, all complete,

for all depths, as per direction of Engineer -in-charge.

23.11.3 200 mm nominal size dia Metre 30.00 2,571.05 77,132.00

5 23.8 Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading

& sizes as per actual requirement, all complete as per direction of

Engineer-in- charge. Cum 30.00 2,024.50 60,735.00

6 23.12 Development of tube well in accordance with IS : 2800 (part I) and

IS: 11189, to establish maximum rate of usable water yield without

sand content (beyond permissible limit), with required capacity air

compressor, running the compressor for required time till well is fully

developed, measuring yield of well by "V" notch method or any other

approved method, measuring static level & draw down etc. by step

draw down method, collecting water samples & getting tested in

approved laboratory, i/c disinfection of tubewell, all complete,

including hire & labour charges of air compressor, tools &

accessories etc., all as per requirement and direction of Engineer-in-

7 23.13 Providing and fixing suitable size threaded mild steel cap or spot

welded plate to the top of bore well housing/ casing pipe, removable

as per requirement, all complete for borewell of:

8 23.14 Providing and fixing M.S. clamp of required dia to the top of

casing/housing pipe of tubewell as per IS: 2800 (part I), including

necessary bolts & nuts of required size complete.

9 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tubewell as per IS:2800 (part I).

23.15.3 200 mm nominal size dia Each 1.00 357.60 358.00

10 NS-1 Supply, installation testing & commissioning of borewell submersible

pumping set suitable to operate on 415 volts 3 phase 50 HZ A.C.

power supply including water proof joint free cable, motor control

panel, 200 mm outer dia uPVC Pipe as per IS : 12818 with fittings,

clamps etc. complete in all respect as per details given below :

Pump Motor shall be Class F Insulation , Pump and Motor shall be

IP : 68 Protection Rating , and Motor Efficiency shall be Class IE-3

Pump to be lowered below ground as site Boring/drilling

Pump capacity : 15000 litres/hr

H.P : 15 ( Approx)

Total of one set Tubewell set 1.00 1,84,374.00 1,84,374.00

11 NDSR Provding and fixing heavy duty 65mm G.I. pipe confiming to IS. 1239

upto 150 mm and IS 3589 for dia 200 mm and above with reducers,

tees, flanges, elbow, crosses, union etc. and fixing the pipes on wall

/ ceiling / beam / floor including Clamping/Supporting the same,

including painting with 2 coats of synthetic enamel paint as per the

site requirement and shall be duly painted with two coats of

approved quality synthetic enamel paint & shade over a readymix

primer coat complete as required & as per directions of the engineer-

in-charge for the following sizes:

12 PANEL(Outdoor Type weather proof, double door with canopy

and suitable MS Structure stand duly painted)

1 No.100 Amp FP MCCB, 25 kA breaking capacity with thermal

release and adjustable setting and with rotary handle.

Metering & Indication

1 set of RYB phase indicating lamps

MFM with Communication Facility along with control SP MCB

Surge protection device , Type 2, MOV type for 8/20 us wave, 3 Nos

phase to neutral, one No neutral to earth ,(minimum 3+1 mode) with

minimum discharge capacity 40KA along with necessary fuses.

1 Set of 125A TPN Aluminium Bus Bar with colour coded PVC

3 Nos. 40A TPN MCB

3 Nos. 25A DP MCB

3 Nos. 20A DP MCB

NDSR Plumbing Panel

NOTE :- All starters shall have ON & OFF push button &

suitable rating of contractor and overload relays

Supplying,Receiving, fixing, testing & commissioning of above

described Panel Set 1 2,30,050.00 2,30,050.00

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

Plumbing Works- External Rain Water Harvesting System

Description of Item Unit Qty.

2023/MR Rate DSR NSR

Rain Water Harvesting System

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 geting out and disposal of excavated earth, lead

upto 50m and lift upto 1.5m, as directed by Engineer-in-

Filling available excavated earth (excluding rock) in

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

DSR-2.25 exceeding 20cm in depth, consolidating each deposited Cum 50.27 196.00 9853.04 0.00

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

Providing and laying in position cement concrete of

DSR-4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size).

Reinforced cement concrete work in beams, suspended

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

shelves,chajjas, lintels, bands, plain window sills,

DSR-5.3 staircases and spiral stair cases up to floor five level Cum 14.60 11505.50 167980.30 0.00

excluding the cost of centering, shuttering, finishing &

reinforcement with1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregate 20 mm nominal size)

Centring and shuttering including stutting, propping etc.

and removal of form for:

Suspended floors, roofs, landings, balconies and acees

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

DSR-5.22 cutting, bending, placing in position and binding all

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

Brick work with F.P.S. bricks of class designation 75 in

foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cum 42.72 7370.65 314874.17 0.00

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 mm x 25 mm and over all minimum

length 263mm and width as 165mm with minimum

112mm space between protruded legs having 2mm tread

on top surface by ribbing or chequering besides

DSR- necessary and adequate anchoring projections on tail

19.16 length on 138mm as per standard drawing and suitable

to with stand the bend test and chemical resistance test

as per specifications and heaving manufactures

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 20mm nominal size )complete as

DSR- Providing and fixing in position precast RCC manhole

19.19 cover and frame of required shape and approved quality.

19.19.3.1 HD-20 circular shape 560 mm internal diameter. Each 12.00 1675.70 20108.40 0.00

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS: 2800

(part I), including collecting samples from different strata,

preparing and submitting strata chart/bore log, including

hire & running charges of all equipments, tools, plants &

machineries required for the job, all complete as per

direction of Engineer –in-charge, upto 90 metre depth

below ground level.

23.1.1 All types of soil

Supplying, assembling, lowering and fixing in vertical

position in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, conforming to IS: 12818,

including required hire and labour charges, fittings &

accessories etc. all complete, for all depths, as per

direction of Engineer –in-charge.

23.3.2 150 mm nominal size dia. Metre 80.00 793.25 63460.00 0.00

Supplying, assembling, lowering and fixing in vertical

position in bore well unplasticized PVC medium well

screen (RMS) pipes with ribs, conforming to IS: 12818,

including hire & labour charges, fittings & accessories etc.

all complete, for all depths, as per direction of Engineer-in-

Supplying, filling, spreading & levelling stone boulders of

size range 5 cm to 20 cm, in recharge pit, in the required

thickness, for all leads & lifts, all complete as per direction

of Engineer-in-charge.

Supplying, filling, spreading & levelling gravels of size

range 5 mm to 10 mm, in the recharge pit, over the

DSR-23.6 existing layer of boulders, in required thickness, for all Cum 32.00 1538.25 49224.00 0.00

leads & lifts, all complete as per direction of Engineer-in-

Supplying, filling, spreading & levelling coarse sand of size

range 1.5 mm to 2 mm in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all

complete as per direction of Engineer –in-charge.

Providing and fixing M.S. clamp of required dia to the top

DSR- of casing/ housing pipe of tubewell as per IS: 2800 (part

23.14 I), including necessary bolts & nuts of required size

Total C/F to Summary 13,61,495.00 0.00

H RAIN WATER HARVESTING

DSR-2.6 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 geting out and disposal

of excavated earth, lead upto 50m and lift upto

1.5m, as directed by Engineer-in-Charge.

2.6.1 All kinds of soil Cum

DSR-2.25 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

for RHP 15% of extra Cum 50.27 x 1 50.27062

Total Metre 50.27

DSR-4.1 Providing and laying in position cement concrete

of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size). Cum

For Filtter Tank 2.35 2.35 0.10 4.00 2.21

Total Cum 12.13

DSR-5.3 Reinforced cement concrete work in beams,

suspended floors, roofs having slope up to 15°

landings, balconies, shelves,chajjas, lintels, bands,

plain window sills, staircases and spiral stair cases

up to floor five level excluding the cost of

centering, shuttering, finishing & reinforcement

with1:2:4 (1 cement: 2 coarse sand: 4 graded

stone aggregate 20 mm nominal size)

for RHP Cum 3.65 x 4 14.6

Total Cum 14.6

DSR-5.9 Centring and shuttering including stutting,

5 propping etc. and removal of form for:

5.9.3 Suspended floors, roofs, landings, balconies and

acees platform Sqm 3.23 2.73 4 35.2716

Total Sqm 54.63

DSR-5.22 Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

6 and binding all complete.

5.22.6 Thermo-Mechanically Treated bars of Grade Fe-

500D or More. Kg

Total Kg 1173.513

DSR-6.1 Brick work with F.P.S. bricks of class designation 75

7 in foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cum 4.4 0.35 0.60 8 21.12

Total Cum 42.72

DSR-19.16 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 mm x

25 mm and over all minimum length 263mm and

width as 165mm with minimum 112mm space

between protruded legs having 2mm tread on top

surface by ribbing or chequering besides

necessary and adequate anchoring projections on

tail length on 138mm as per standard drawing and

suitable to with stand the bend test and chemical

resistance test as per specifications and heaving

manufactures 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 20mm nominal size )complete as

DSR-19.19 Providing and fixing in position precast RCC

manhole cover and frame of required shape and

9 approved quality.

19.19.3.1 HD-20 circular shape 560 mm internal diameter. Each

10 DSR-23.1 Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

different strata, preparing and submitting strata

chart/bore log, including hire & running charges of

all equipments, tools, plants & machineries

required for the job, all complete as per direction

of Engineer –in-charge, upto 90 metre depth

below ground level.

a 23.1.1 All types of soil

For RHP Metre 60 x 4 240

11 -23.3 Supplying, assembling, lowering and fixing in

vertical position in bore well, unplasticized PVC

medium well casing (CM) pipe of required dia,

conforming to IS: 12818, including required hire

and labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of

Engineer –in-charge.

a 23.3.2 150 mm nominal size dia. Metre

For RHP Metre 20 x 4 80

12 23.4 Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized PVC

medium well screen (RMS) pipes with ribs,

conforming to IS: 12818, including hire & labour

charges, fittings & accessories etc. all complete, for

all depths, as per direction of Engineer-in-charge.

a 23.4.2 150 mm nominal size dia. Metre

For RHP Metre 30 x 4 120

13 23.5 Supplying, filling, spreading & levelling stone

boulders of size range 5 cm to 20 cm, in recharge

pit, in the required thickness, for all leads & lifts, all

complete as per direction of Engineer-in-charge.

For RHP Metre 8x 4 32

14 23.6 Supplying, filling, spreading & levelling gravels of

size range 5 mm to 10 mm, in the recharge pit,

over the existing layer of boulders, in required

thickness, for all leads & lifts, all complete as per

direction of Engineer-in-charge.

For RHP Metre 8x 4 32

15 23.7 Supplying, filling, spreading & levelling coarse sand

of size range 1.5 mm to 2 mm in recharge pit, in

required thickness over gravel layer, for all leads &

lifts, all complete as per direction of Engineer –in-

For RHP Metre 8x 4 32

16 DSR-23.14 Providing and fixing M.S. clamp of required dia to

the top of casing/ housing pipe of tubewell as per

IS: 2800 (part I), including necessary bolts & nuts

of required size complete.

a 23.14.2 150 mm clamp. Each

For RHP Metre 1x 4 4

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR

ABSTRACT OF COST FOR PATHWAY

Sl. DSR-2023 Description Qty Unit Rate Amount

1 Analysis CONSTRUCTION OF PATHWAY

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

FOOTPATH 2.00 MT. WIDE

DETAILS OF MEASUREMENT & ANALYSIS OF RATE

Sl. DESCRIPTION OF ITEM DSR- NO L B H QTY UNIT RATE AMOUNT

No. 2023 (In Rs.) On DSR

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-

2 Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering. All work upto plinth

1:5:10 (1 cement : 5 course bound: 10 graded 4.1.10 2 10.00 0.30 0.075 0.45 Cum

stone aggregate 40mm nominal size)

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.

4 Providing and laying at or near ground level 16.69 2 10.00 0.15 0.425 1.28 Cum 10117.60 12950.53

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 shade :

Two or more coats on new work over an under 13.62.1 2 10.00 0.15 3.00 Sqm 226.25 678.75

coat of suitable shade with ordinary paint of

approved brand and manufacture

6 Excavating, supplying and filling of local earth 2.25a

(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.

7 Filling available excavated earth (excluding 2.25 1 5.79 5.79

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 50 m and lift upto 1.5

deduct PCC -0.45

kurb stone -1.28

8 Centering and shuttering including strutting,

propping etc. and removal of form for all

a Foundations, footings, bases of columns, etc. 5.9.1 2 10 0.075 1.50

for mass concrete.

Total= 50898.62

COST OF 20.00 Sqm. Footpath = 50898.62

Cost of 1.00 Sqm. Footpath = 2544.93

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

SCHOOL BUILDING

S.NO DESCRIPTION DSR-2023/AMOUNT NON SCHEDULED AMOUNT

1 SANITARY FIXTURE 16,63,741.00 11,51,165.58

SOIL ,WASTE ,VENT AND RAIN WATER PIPES

4 SEWERAGE & DRAINAGE 3,09,929.70 41,382.78

5 EARTH WORK 85,091.43 0.00

GRAND TOTAL 45,07,409.73

GRAND TOTAL 45,07,409.73

Digitally signed by Anuvesh

NBCC (INDIA) LTD

NAME OF THE WORK :- CONSTRUCTION OFKENDRIYA VIDYALAYA SANGATHAN , GORAKHPUR, UTTAR PRADESH.

ESTIMATE - SCHOOL BUILDING PLUMBING WORK

DSR -2023 /NS RATE (RS.) AMOUNT (RS.)

DESCRIPTION OF ITEM

ITEM No. UNIT QUANTITY

DSR-2023 NS DSR-2023 NS

A 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 white P.V.C. flushing cistern, including flush pipe, with manually

17.1 controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete,

including cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 48 6,767.40 3,24,835.20

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan)

with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 4 6,767.40 27,069.60

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

8.10 cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-

in-charge and finished smooth.

8.10.2 Granite Stone of approved shade Each 40 4,051.85 1,62,074.00

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

17.10 and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good

the walls wherever required :

17.10.1 Kitchen sink with drain board

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with

rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions

17.11 complete, including painting of fittings and brackets, cutting and making good the wall wherever

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

17.22A direction of Engineerin-charge. Each 98 1,034.80 1,01,410.40

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

17.31 complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and Each 49 1,607.95 78,789.55

washers complete.

17.34 Providing and fixing toilet paper holder :

Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx.

size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption),

having water inlet from back side, including fixing to wall with suitable brackets all as per

manufacturers specification and direction of Engineer-in-charge.

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

18.21.1 30cm length

18.21.1.1 15mm nominal bore Each 22 85.00 1,870.00

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

18.49.1 15mm nominal bore Each 58 506.80 29,394.40

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

conforming to IS:8931

18.53.1 15mm nominal bore Each 129 574.30 74,084.70

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

18.53A as per direction of Engineer-in-charge. Each 22 74.80 1,645.60

NON SCHEDULED (SANITARY FIXTURE)

Providing and fixing rimless blind Installation wall hung WC with UF soft close slim seat cover,

hinges, accessories set,( Min size : 360x490x340mm) ,concealed flushing cistern & flush plate with

wall mounting frame, Installation kit and “P-Type” drain pipe connection set complete in all

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

Providing and fixing ABS chrome-plated health faucet with minimum 1.1 metre long flexible hose

NS-2 and wall hook, including all necessary fixing accessories, complete in all respects, as per the Each 9 1,403.80 12,634.18

direction of the Engineer-in-Charge.

Providing and fixing Over the counter basin with faucet hole (Min size: 515x435x155 mm) with all

NS-3 fixing accessories, along with single lever basin mixer with 450mm long braided hoses complete in Each 5 12,386.46 61,932.28

all respects, as per the direction of the Engineer-in-Charge.

Providing and fixing under counter basin ( Min size: 640x490x155 mm) with all fixing accessories,

NS-4 along with single lever basin mixer with 450mm long braided hoses complete in all respects, as per Each 44 11,450.59 5,03,825.97

the direction of the Engineer-in-Charge.

Providing and fixing maze Overhead Shower 300mm round shape single flow (body & face plate

stainless steel) with rubit cleaning system including shower arm 20mm dia. & 450mm long round

NS-5 shape with 90° bend for wall mounted showers with flange complete in all respect as per the Each 8 12,936.96 1,03,495.72

direction of Engineer-in-charge.