Construction of Ranchi Chapter Building for ICMAI The Institute of Cost Accountants of India at village -Pundag, Thana- Jagarnathpur, Ranchi

BILL OF QUANTITY PROPOSED CONSTRUCTION OF BUILDING FOR INSTITUTE OF COST ACCOUNTANTS OF INDIA, RANCHI.

TOTAL BUILT UP AREA (Ground Floor) 2904 Sqft

SL.NO. PARTICULARS AS PER AS PER

DSR-2023 TOTAL

DSR- 2025 NON SOR

A Office Building (Ground Floor)

2 Internal & External Plumbing Works 27,54,641 5,80,072 33,34,712

3 Internal Electrical Works 7,97,458 10,73,345 18,70,803

4 Air Conditioning System 2,96,887 0 2,96,887

5 Internal Fire Fighting System 2,43,491 34,122 2,77,613

B External Development

6 New Boundary Wall 8,15,682 8,15,682

7 Pathway & Parking Works 3,76,836 3,76,836

Add Cost Index on DSR 2023 @ 12% for Ranchi District 18,87,224

Cost i/c GST after Multiplication with multiplying factor 0.973 as per the CPWD circular on 1,71,38,512 13,37,836 18,19,462 2,02,95,810

SubTotal Including GST [D] :- 2,02,95,810

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

A 2.00 EARTH WORKS

1 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.

i 2.6.1 All kinds of soils Cum 372.10 177.50 66,047.22

2 2.7 Earth work in excavation by mechanical means (Hydralic 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 upto 50m and lift upto 1.5m, as directed

by Engineer - in Charge

3 2.10 Excavating trenches of required width for pipes, cables, etc. including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out

the excavated soil, and then returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

i 2.10.1.2 Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia. Metre 50.00 352.15 17,607.50

4 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.

5 2.26. Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

5.2 2.26.2 Ordinary or hard rock Cum 36.51 227.40 8,303.28

6 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. Cum 45.17 2123.75 95,924.55

7 2.28 Surface dressing of the ground including removing vegetation and inequalities not

exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 590.00 34.15 20,148.50

8 2.34 Supplying chemical emulsion in sealed containers including delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 265.71 234.75 62,376.24

9 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical emulsion) :

i 2.35.1.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres /

sqm of the vertical surface of the substructure to a depth of 300mm including excavation

channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20%

with 1% concentration

a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300

mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1

cement : 2 Coarse sand) to match the existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 182.57 310.05 56,605.83

TOTAL (Carried Over to Summary of Civil Works) 4,14,800.97 0.00

B 4.00 CONCRETE WORKS

1 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 :

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

aggregate 40 mm nominal size derived from natural sources) Cum 46.31 7178.75 3,32,476.51

2 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 22.04 392.15 8,642.99

3 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement

: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm

nominal size derived from natural sources).

4 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by Per 50 kg

weight of cement as per manufacturer's specification. cement 9.00 18.15 163.35

5 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved

quality using 1.7kg per square metre on damp proof course after cleaning the surface with

brushes and finally with a piece of cloth lightly soaked in kerosene oil.

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

(zone - III) : 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.

TOTAL (Carried Over to Summary of Civil Works) 4,20,009.01 0.00

C 5.00 REINFORCED CEMENT CONCRETE WORK

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 221.03 392.15 86,676.91

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

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 275.78 927.25 2,55,719.32

d 5.9.4 Shelves (Cast in situ) Sqm 0.00 927.25 0.00

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 362.84 736.40 2,67,198.28

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 149.26 961.30 1,43,483.64

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 21.96 764.95 16,798.30

j 5.9.16 Edges of slabs and breaks in floors and walls

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 15.86 951.10 15,086.82

2 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 15465.00 107.85 16,67,900.25

3 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 12533.37 107.85 13,51,724.36

4 5.33.1 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

a) 5.33.1 All works upto plinth level.

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 132.06 9504.75 12,55,243.62

b) 5.33.2 All works above plinth level upto floor V level.

i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 84.14 9860.40 8,29,652.70

TOTAL (Carried Over to Summary of Civil Works) 59,22,061.67 0.00

D 6.00 BRICK WORK

1 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 59.43 7132.25 4,23,860.48

2 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation

7.5 in superstructure above plinth level up to floor five level in :

i 6.32.2 Cement mortar 1 :6 (1 cement : 6 coarse sand) Cum 60.99 9095.05 5,54,747.12

3 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks

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

3.1 6.13.2 Cement mortar 1 :4 (1 cement :4 coarse sand) Sqm 192.71 1123.80 2,16,564.41

4 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry. Sqm 192.71 104.80 20,195.72

TOTAL (Carried Over to Summary of Civil Works) 12,15,367.72 0.00

E 8.00 MARBLE & GRANITE WORK

1 8.2 Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine cut

for kitchen platforms, vanity counters, window sills , facias and similar locations of required

size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4

(1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching

pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to

give high gloss finish etc. complete at all levels.

b) 8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm Sqm 2.28 5136.30 11,730.03

2 8.3.2 Providing edge moulding to 18 mm thick marble stone counters, Vanities

etc., including machine polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer-in-Charge. (Granite work) metre 3.05 510.95 1,555.84

3 8.4 Extra for fixing marble /granite stone, over and above corresponding

basic item, in facia and drops of width upto 150 mm with epoxy resin

based adhesive, including cleaning etc. complete. metre 3.05 568.55 1,731.23

4 8.5 Extra for providing opening of required size & shape for wash basin/

kitchen sink in kitchen platform, vanity counter and similar location in

marble/ Granite/ stone work, including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges etc. complete. Each 1.00 978.70 978.70

5 8.9.1.2 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1

cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white

cement complete. 8.mm thick Granite of any colour and shade Sqm. 7.67 3617.55 27,728.52

6 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness

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

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

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

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

white cement mixed with pigment of matching shade complete.

TOTAL (Carried Over to Summary of Civil Works) 2,04,741.29 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

F 9.00 WOOD, WPC & uPVC WORK

1 9.20 Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I)

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.

1.1 9.20.1 35 mm thick including ISi marked Stainless Steel butt hingesn with necessary screws

2.0 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of

glass excluded) (overall area of door shutter to be measured):

2.01 9.24.1 Rectangular or square Sqm 17.28 199.15 3,441.31

3 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all

edges of flush door shutters (over all area of door shutter to be measured). Sqm 17.28 462.35 7,989.41

4 9.40.1 Providing and fixing wooden moulded beading to door and window frames with iron

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

i 9.40.1.1 2nd class teak wood.50x12 mm. metre 36.00 221.10 7,959.60

5.00 9.147.A Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of

lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required)

extruded profiles having minimum wall thickness of 1. 70 mm for Series R 1 and R2

profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,

colour and design duly reinforced with galvanized mild steel section made of required

shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and

lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket,

hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head,

comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per

IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws

etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion

welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing

hardware and drainage of water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of

approved size and quality, all complete as per approved drawing conforming to CPWD

specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross

sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh

/ Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance

coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid

separately. Note:- Structural design proof checked from a Government Engineering

Institute, to be provided by the manufacturer for

(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3

(ii) Sites with structure height more than 20m for all wind speeds

5.01 9.147.A4.1 Three track three panels sliding window with two glazed & one wire mesh panels with

Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2

series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash

(25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks

with hook. (Height upto 1.2 metre). Sqm 36.68 10993.55 4,03,188.45

5.02 9.147.D1.1 Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction

hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder

coated handles. Using R1 series with frame (33 mm & above) x (35 mm & above) & sash

/mullion (33 mm & above) x (50 mm & above). (Height upto 0.90 metre).

6 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC

polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers

(wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of

12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and

screwed with full body threaded star headed SS screws having minimum frame density of

750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum

compressive strength of 58 N/mm2, modulus of elasticity 900 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 fixed in position with M.S hold fast/lugs/SS

dash fasteners of required dia and length complete as per direction of Engineer-In-

Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For

WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width

of profile shall be acceptable. Variation in profile dimensions on plus side shall be

acceptable but no extra payment on this account shall be made.

7 26.87 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)

8 9.48.2 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.Fixed to openings /wooden frames with rawl plugs screws etc. Kg 733.50 238.35 1,74,829.73

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

9 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. Each 6.00 983.15 5,898.90

10 MR-1 Providing and fixing SS 304 Aldrop Size 250x16 mm, transparent or dyed to required

colour or shade, with nuts and screws etc. complete : Each 15.00 1216.57 18,248.56

11 MR-2 Providing and fixing SS304 Tower Bolt, Size 250x10 transparent or dyed to required

colour or shade with nuts and screws etc. complete- Each 17.00 567.85 9,654.00

12 MR-3 Providing and fixing baby latch with handle set for toilet/bathroom or dyed to required

colour or shade with nuts and screws etc. complete- Each 2.00 1881.00 3,762.00

13 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock,

ISi marked, with six levers and a pair of anodised (anodic coating not less

than grade AC 10 as per IS : 1868) aluminium lever handles of approved

quality with necessary screws etc. complete. Each 6.00 868.95 5,214.00

14 9.165 Providing and fixing bright /matt finished Stainless Steel handles of

approved quality & make with necessary screws etc all complete.

15 9.101.2 Providing and fixing aluminium hanging floor door stopper, l5l marked, anodised (anodic

coatinS not less than grade AC 10 as per 15 : 1868) transparent or dyed to required colour

and shade, with necessary screws etc. complete. Twin rubber stopper

16 9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and

clerestory windows using wire gauge with average width of aperture 1.4 mm in both

directions with wire of dia. 0.50 mm all complete.

16.1 9.135.2 With 12 mm mild steel U beading Sqm 18.34 1228.00 22,518.45

17 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter

of approved brand and manufacture, including providing and fixing top &

bottom pivot & double acting hydraulic floor spring type fixing arrangement

and making necessary holes etc. for fixing required door fittings, all

complete as per direction of Engineer-in-charge (Door handle, lock and

stopper etc.to be paid separately). Sqm 4.32 5325.90 23,007.89

TOTAL (Carried Over to Summary of Civil Works) 8,58,861.62 31,664.56

G 10.00 STEEL WORK

1 10.3 Providing and fixing in position collapsible steel shutters with vertical

channels 20x1 0x2 mm and braced with flat iron diagonals 20x5 mm

size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia

steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,

handles, including applying a priming coat of approved steel primer. Sqm 4.80 11439.60 54,910.08

2 10.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and

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

including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6

mm for diagonal braces. Sqm 2.52 5804.35 14,626.96

3 10.14.1.1 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 pr e-treatment of the surface as directed by Engineerin-

charge: Profile B (Fixing with adjustable lugs with split end tail to

each jamb) metre 36.00 583.30 20,998.80

4 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp,

of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top

surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet

box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall

be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

5 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.

a 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 20.00 172.60 3,452.00

6 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-in-charge, (for payment purpose only

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

as nuts, bolts, fasteners etc.).

TOTAL (Carried Over to Summary of Civil Works) 2,87,141.94 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

H 11.00 FLOORING WORK

1 DSR-(2021) Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the

11.41A 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

1.1 11.41A.2.1 Glazed vitrified floor tiles polished finish of size (Size of Tile 600 x 600 mm)

1.2 11.41A.2.2 Glazed vitrified floor tiles polished finish of size (Size of Tile 600 x 1200 mm)

1.3 11.41A.3.1 Glazed Vitrified tiles MatUAntiskid finish of size (Size of Tile 600 x 600 mm)

2 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-

2.1 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite

Brown, Cat Eye or equivalent. Sqm 16.65 3186.70 53,058.56

3 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in

linear as well as curvilinear portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar

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

cement slurry admixed with pigment of matching shade including rubbing, curing and

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

11.56.1 Polished Granite stone slab jet black,cherry Red ,Elite Brown,Cat Eye or equivalent sqm 108.31 4481.30 4,85,351.68

4 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water

absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours

and shades in for outdoor floors such as footpath, court yard, multi modals location etc.,

laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge. Sqm 12.72 1455.65 18,515.87

TOTAL (Carried Over to Summary of Civil Works) 8,46,599.77 0.00

I 12.00 ROOFING ( False Ceiling , Wall Paneling & Cladding Works )

1 12.21 Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with

cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep

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

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

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

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

the outlet complete. Each 5.00 298.25 1,491.25

3 12.45. Providing and fixing false ceiling at all heights 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 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle

hangers of 25x1 0x0.50 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 of2.64 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 25 mm 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 :

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming

to IS: 2095- (Part I) :2011 (Board with BIS certification marks) Sqm 64.02 1355.80 86,794.37

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 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.

4.1 12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white

color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm

drop; made of G I sheet having galvanizing of 100 gms/sqm

(both sides inclusive) and electro statically polyester powder

coated of thickness 60 microns (minimum), including factory

painted after bending. Sqm 26.01 1902.95 49,496.68

4.2 12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from

plasterboard having glass fibre conforming to IS: 2095 part

I, of size 595x595 mm, having perforation of 9.7x9.7 mm

at 19.4 mm c/c with center borders of 48 mm and the side

borders of 30 mm, backed with non woven tissue on the back

side, having an NRC (Noise Reduction Coefficient) of 0.79,

with 50 mm resin bonded glass wool backing. Sqm 149.37 1528.00 2,28,242.26

TOTAL (Carried Over to Summary of Civil Works) 3,86,774.77 0.00

J 13 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

2 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:

3 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

4 5.30 Add or deduct for plaster drip course/ groove in or moulding to R.C.C.

projections.plastered surface metre 146.80 78.40 11,509.12

5 13.16 6 mm cement plaster of mix :

6 13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion per bag of

recommended by the manufacturers. 50KG

7 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 715.10 156.05 1,11,591.43

8 13.83.2 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. Two coats Sqm 425.15 142.80 60,711.60

9 13.39.1 Colour washing such as green, blue or buff to give an even shade :. New work (two or

more coats) with a base coat of white washing with lime Sqm 239.40 53.30 12,760.06

10 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of

required shade:

i 13.47.1 New 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) Sqm 529.35 171.10 90,571.79

11 13.50 Applying priming coat :

ii 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on

steel galvanised iron/ steel works Sqm 108.68 67.40 7,324.70

12 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour

to give an even shade :

i 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 Sqm 108.68 226.25 24,587.72

13 13.68.1 French spirit polishing : Two or more coats on new works including a coat of wood filler

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

14 MR-4 Supplying and Fixing Vertical Blinds made of fabric for windows including all mechanism

and accessories as the specification of manufacturer and direction of E/I. ( make Marvel

décor/ Vista/ Asian Paints)

15 MR-5 Supplying and Fixing Blackout Blinds made of fabric for windows including all mechanism

and accessories as the specification of manufacturer and direction of E/I. ( make Marvel

décor/ Vista/ Asian Paints)

TOTAL (Carried Over to Summary of Civil Works) 9,27,296.06 43,799.58

K 21.00 ALUMINIUM WORK

1 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, fixed with rawl plugs and screws or

with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at

junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium

sections shall be smooth, rust free, straight, mitred and jointed echanically wherever

required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass /

stainless steel screws, all complete as per architectural drawings and the directions of

Engineer-in-charge. Glazing and paneling to be paid for separately) :

a) 21.1.1 For fixed portion.

i 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 5.00 530.90 2,654.50

b 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)

1 21.1.2.2 Powder coated aluminium (minimum

thickness of powder coating 50 micron) KG 5.00 634.45 3,172.25

2 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

i 21.3.2 With float glass panes of 5.5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 36.68 1505.25 55,205.04

i 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) Sqm 2.00 1685.40 3,370.80

TOTAL (Carried Over to Summary of Civil Works) 64,402.59 0.00

L 22.00 WATER PROOFING

1 22.22A Providing and applying fibre reinforced elastomeric liquid water proofing membrane with

resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof

in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing

liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric

waterproofing liquid (dry film thickness of complete application/system not less than 500

microns). The operation shall be carried out after scrapping and properly cleaning the

surface to remove loose particles with wire brushes, complete in all respect as per the

direction of Engineerin-

2 22.14.1 Grading roof for water proofing treatment with. Cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 12.00 8042.30 96,507.60

TOTAL (Carried Over to Summary of Civil Works) 2,31,651.60 0.00

M 23.00 SIGNAGES

1 MR-6 Supply Fitting and fixing 13 to 18 inch height Jindal make 306 grade stainless steel 18

gauge letter cut with Leaser machine as per the design LETTER PROJECTION - 4 Inch

projected with 18 gauge thick steel sheet to make the side wall of letter

TOTAL (Carried Over to Summary of Civil Works) 0.00 56,460.00

Sub Total Civil Works 1,17,79,709.02 1,31,924.14

Internal & External Plumbing Works

18 Water Supply

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

for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and the cost of cutting chases and making good the same

including testing of joints complete as per direction of Engineer in Charge.

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

1.1 18.8.2 20 mm nominal dia Pipes Meter 22 537.60 11,827.20

1.2 18.8.3 25 mm nominal dia Pipes Meter 17 627.25 10,663.25

2 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints complete as per direction of Engineer in

Internal work - Exposed on wall

2.1 18.7.4 32 mm nominal dia Pipes Meter 24 518.75 12,450.00

2.2 18.7.5 40 mm nominal dia Pipes Meter 24 702.95 16,870.80

2.3 18.7.6 50 mm nominal dia Pipes Meter 75 934.15 70,061.25

3 18.76 Cutting holes up to 30x30 cm in walls including making good the same:

3.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks. Each 8 416.80 3,334.40

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Each 6 506.80 3,040.80

Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, 111.45

height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. Each 6 668.70

6 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed

6.2 18.17.1A 20 mm nominal bore Each 4 539.95 2,159.80

7 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved

quality conforming to IS:8931

17 Sanitary Installations

8 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and floors wherever

8.1 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 6 6515.55 39,093.30

9 Analysis (1) Providing and fixing Hand Shower (Health Faucet) with 8mm Dia, 1 Meter Long Flexible

Tube & Wall Hook (ALD-573) Each 6 11,971.80

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with

CP brass screws with concealed fittings arrangement of approved quality and colour.

11 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88

mm, weighing not less than 190 gms. Each 6 4,253.70

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 7979.20

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. Each 2 15,958.40

13 17.28 Providing and fixing P.V.C. waste pipe including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

14 17.7 Providing and fixing wash basin Table Top with Pillar Cock with 200mm Extension Body,

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

cutting and making good the walls wherever require:

14.1 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar

taps. Each 6 15,893.10

15 17.22.A Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as

per the direction of Engineer-in-charge. Each 6 6,208.80

16 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm

distance from wall of standard shape with bracket of the same materials with snap fittings 168.35

of approved quality and colour, weighing not less than 105 gms. Each 6 1,010.10

17 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved

quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. 1607.95

brass screws and washers complete. Each 6 9,647.70

18 Analysis (2) Providing and Fixing Multifloor Trap 110 mm with 3x50 mm end cap (Ori-Plast) Each 5 1544.80 7,724.00

19 Analysis (3) Providing and Fixing Nahini Trap 110 mm with Jali (Ori-Plast) Each 6 1491.50 8,949.00

20 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing

of joints complete as per direction of Engineer in Charge.

20.1 18.9.6 50 mm nominal dia pipe Meter 10 794.25 7,942.50

20.2 18.9.8 80 mm nominal dia pipe Meter 37 2166.35 80,154.95

20.3 18.9.9 100 mm nominal dia pipe Meter 40 3271.70 1,30,868.00

20.4 18.9.10 150 mm nominal dia pipe Meter 5 6822.70 34,113.50

21 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing

of joints complete as per direction of Engineer in Charge.

21.1 18.9.6 50 mm nominal dia Pipes Meter 25.00 794.25 19,856.25

18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

18.19.4 50 mm nominal bore

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

22 DSR-2.10 Excavating trenches of required width for pipes, cables, etc including excavation for

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

out the excavated soil, and then returning the soil as required, in layers not exceeding 20

cm in depth, including consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m :

22.1 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Meter 117.00 352.15 41,201.55

23 DSR-19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed

with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :

24 DSR-19.3 100 mm thick 1:3:6 cement concrete (1 cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural

sources) Below ground level (Waste/Soil) Pipe

25 19.7.2 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )

with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded

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

sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm

thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat

cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement

complete as per standard design :

25.1 Analysis (4) Inside size 60x60 cm and 75 cm deep including C.I. cover with frame (medium duty) 500

mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of

cover 58 kg and weight of frame 58 kg) :

25.2 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 11.00 8921.70 98,138.70

26 Inside size 90x75 cm and 75 cm deep including C.I. cover with frame (medium duty) 500

mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of

cover 58 kg and weight of frame 58 kg) :

26.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 5.00 16728.20 83,641.00

27 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating

brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside)

the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design:

27.1 19.4.2 150 x 100 mm size P type

27.2 19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3.00 2734.20 8,202.60

28 Analysis (5) Constructing brick masonry surface drain (500 x 700) as per drawing and instructions of

engineer incharge. Meter 1,77,912.00

Over Head Water Reservoir

Domestic Water Tank

4 Concrete Work

1 4.20 Providing and laying in position ready mixed or site batched design mix cement concrete

for plain cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana/ Ordinary Portland /PortIand 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

and finishing 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 minimum specified cement content, the contractor shall have discretion

to either re-design the mix or bear the cost of extra cement.

1.1 4.20.2 All works above plinth and upto floor V level

1.2 4.20.2.4 Concrete of M25 grade with minimum cement

content of 300 kg /cum Cu.M. 80,120.65

2 5 REINFORCED CEMENT CONCRETE

2.1 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

2.2 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 1063.40 107.85 1,14,687.69

3 6 MASONRY WORK

3.1 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

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

3.2 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cu.M. 1.80 9344.35 16,819.83

4 CEMENT PLASTER (IN FINE SAND)

4.1 13.1 12 mm cement plaster of mix :

5 13.18 Neat cement punning Sq.M. 38.52 79.95 3,079.67

6 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of

required shade:

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

6.1 13.47.1 New 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) Sq.M. 6,245.15

7 3860 560 mm dia cover with frame (Heavy duty) Each 4.00 9300.00 37,200.00

Underground Water Reservoir Domestic

1 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 aswell as 10 sqm on plan) including

getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2 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 5.92 196.00

and watering, lead up to 50 and for all lift. Cu.M. 1,160.32

3 4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) Cu.M. 10,987.45

4 4.20 Providing and laying in position ready mixed or site batched design mix cement concrete

for plain 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

and finishing as per direction of the engineer-in-charge; for the following grades of

4.01 4.20.1 All works upto plinth level :

4.02 All works upto plinth level : Concrete of M25 grade with minimum cement content of 300

4.03 4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum Cu.M. 28.74 9439.05 2,71,278.30

5 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

5.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cu.M. 14.00 7370.65 1,03,189.10

CEMENT PLASTER (IN FINE SAND)

6 13.1 12 mm cement plaster of mix :

7 13.18 Neat cement punning Sq.M. 37.18 79.95 2,972.54

Underground Rainwater Harvesting Tank

RAIN WATER HARVESTING

GROUND WATER RECHARGE PIT

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 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.

1.1 23.1.1 All Types of Soil

1.3 23.1.2 Rocky strata including Boulders

2 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.

2.1 23.3.1 100 mm nominal size dia meter 40.00 672.30 26,892.00

3 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.

4 23.5 Supplying, filling, spreading & leveling 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.:

In bore well cum 12,803.10

5 23.6 Supplying, filling, spreading & leveling 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, 8.48 1538.25

all complete as per direction of Engineer-in-charge. cum 13,044.36

6 23.7 Supplying, filling, spreading & leveling coarse sand of size

range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads 8.48 1538.25

& lifts, all complete as per direction of Engineer -incharge. cum 13,044.36

7 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 8.48 2024.50

complete as per direction of Engineer-in-charge. cum 17,167.76

8 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).

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

9 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as

per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross

section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm 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 23.00 553.70

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

Septic Tank (Internal Size : 9525 x 3200 x 2000)

1 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 aswell as 10 sqm on plan) including

getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2.6.1 All kinds of soil Cu.M. 32.89 177.50 5,837.98

2 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 10.96 196.00

and watering, lead up to 50 and for all lift. Cu.M. 2,148.16

3 4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) Cu.M. 15,270.70

4 4.20 Providing and laying in position ready mixed or site batched design mix cement concrete

for plain 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

and finishing as per direction of the engineer-in-charge; for the following grades of

4.1 4.20.1 All works upto plinth level :

All works upto plinth level : Concrete of M25 grade with minimum cement content of 300

4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum Cu.M. 6.58 9439.05 62,108.95

5 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

5.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cu.M. 10.38 7370.65 76,507.35

CEMENT PLASTER (IN FINE SAND)

6 13.1 12 mm cement plaster of mix :

13.18 Neat cement punning Sq.M. 46.90 79.95 3,749.66

7 NDSR Supply, delivery, installation, testing and commissioning of 3 phase 1 HP submersible

pump for open well with following specification

i. Power - 1 HP/0.75 KW

ii. Phase - Three Phase

iii. Voltage - 415 V

iv. Head Range - 6 to 64 meters

v. Flow Rate - Up to 17280 l/h (4.8 LPS) Make - Kirloskar/Lube/Grundfos Nos 2 19415.00 38,830.00

BOREWELL 2 nos.

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 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, up to 90 metre depth below ground level.

1.1 23.1.1 All Types of Soil

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.

2.1 23.2.1 All Types of Soil

3 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.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 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.

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 14 2024.5 28343.00 0.00

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-charge.

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

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).

10 DSR-2022 E&M. Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to

18.8 IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets

etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting

with two or more coats of synthetic enamel paint of required shade complete as required :

11.00 DSR-2022 E&M- Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with

18.11 bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

12.00 DSR-2022 E&M- Providing, installation, testing and commissioning of non-return valve of following sizes

18.14 confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required

13.00 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1

cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160

mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete

as per standard design :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 4 10862.40 43449.60 0.00

14.00 DSR-2022 E&M- Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single

1.17 core cable in the existing surface/ recessed steel/ PVC conduit as required.

15.00 NON DSR Supplying & installation submersible pumping motor pumpsets ISI marked of approved

make. including starter, equivalent, making connection suitable for tube-well/D.C.B. The

job includes screwing and welding of flanges on G.I. riser pipes installation, complete

fittings accessories with riser pipes jointing of electrical cables other connections making

switch board electrical connections, all labour for testing of submersible pump and supply

of water to water mains complete in all respects, 7.5 H.P app. motor having discharging

capacity 15 to 20 cum/hour against a head of 100 metres.

16.00 NON DSR Providing and fixing Panel Board compatible to submersible pump with complete

accessories like DOL starter, ammeter, voltmeter, single phasing preventer and all

motor protection arrangement, earthing complete in all respect as per entire

satisfaction and direction of Engineer-in-charge. Each 2 34786.00 0.00 69572.00

Sub Total Internal & External Plumbing Works 27,54,640.89 5,80,071.50

Internal Electrical Works

A. INTERNAL ITEM :

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

DSR (E&M)- FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed steel

1 2025 page no.1 conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 per point 65 2,101.00 1,36,565.00

Item no.1.3.3 sq.mm FRLS/HFFR PVC insulated copper conductor

single core cable etc. as required.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point

DSR (E&M)- (without independent switch etc.) with 1.5 sq. mm FRLS/HFFR

2 2025 page no.11 PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and per point 14 914.00 12,796.00

Item no.1.54.1 earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated

copper conductor single core cable etc. as required.

DSR (E&M)- Wiring for circuit/submain wiring along with earth wire with the following sizes of FRSL

3 2025 page no.2 PVC insulated copper conductor , single core cable in surface/recessed steel conduit as -

Item no.1.7 required.

3.1 Item no.1.7.2 i) 2 X 2.50 sq.mm + 1 X 2.50 sq.mm earth wire (JB TO SB) Per Mtr. 75 414.00 31,050.00

ii) 2 X 4.00 sq.mm + 1 X 4.00 sq.mm earth wire (DB TO JB, JB TO SB, DB TO AC

DSR (E&M)- Supplying and fixing metal box of following sizes (nominal size) on surface or in recess

4 2025 page no.6 with suitable size of phenolic laminated sheet cover in front Each 32 252.00 8,064.00

Item no.1.22.3 including painting etc. as required.

DSR (E&M)- Supplying and fixing suitable size GI box with modular plate and cover in front on surface

5 2025 page no.8 or in recess, including providing and fixing 3 pin 5/6 A modular Each 51 545.00 27,795.00

Item no.1.31 socket outlet and 5/6 A modular switch, connections etc. as required.

DSR (E&M)- Supplying and fixing of modular box on surface or in recess with suitable size of cover in

6 2025 page no.8 FRLSont including providing and fixing 3 pin 15 / 16 amps socket outlet and 15 / 16 amps Each 12 659.00 7,908.00

Item no.1.32 piano type switch, connection, painting etc as required.

DSR (E&M)- Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block

7 2025 page no.8 including connections etc. as required. Each 79 104.00 8,216.00

Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct

Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium

alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper

winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum

as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less

8 than 10%, suitable for operation with regulator for speed control and all remaining -

page no.63 item

accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.),

insulation resistance more than 2

mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS

374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR,

PVC insulated copper conductor single core cable and earthing etc. as required.

1200mm, service value ≥ 6.0 CM/Min/Watt, air

delivery 210 CM/Min (Minimum)

1400mm, service value ≥ 6.0 CM/Min/Watt, air

delivery 245 CM/Min (Minimum)

Market Rate Supply, delivery of 150 mm light duty metal exhaust fan.

Analysis make : ( atomberg/ havells/ usha)

Installation, Testing and Commissioning of exhaust fan in the existing opening, including

making good the damage, connection, testing, commissioning etc. as

Upto 450 mm sweep

Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer

with IP-42/43 protection, on angle iron frame on wall & mending good the damages to

11 original finish incl. Inter connection with suitable size of copper wire and neutral link & Each 1 18,692.72 18,692.72

provision for earthing attachment. i) 6 WAY make : (legrand/ havells/ abb)

Supplying and fixing outdoor type 1 row 12 Module TPN MCB

Distribution board for MCB incomer with IP-65/66

protection, on angle iron frame on wall & mending good

12 the damages to original finish incl. Inter connection with Each 1 9,709.18 9,709.18

suitable size of copper wire and neutral link & provision

for earthing attachment.With 2 nos 16A 4P MCB. [for fire pump]

Supply and fixing of 4 pole MCCB 36KA breaking capacity in existing MCCB

13 Enclosure/VTPN including drilling holes in cubcle panel, making connections, etc. as Each 1 13,124.79 13,124.79

required. i) 80A ,4 pole

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel,

DSR (E&M)- MCB distribution board, 415 V, on surface/ recess, complete with

14 2025 page no.14 tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted

Item no.2.4 including earthing etc. as required. (But without

MCB/RCCB/Isolator).

14.1 Item no.2.4.1 i) 4 way(4+12), Double door Each 2 4,377.00 8,754.00

14.2 Item no.2.4.2 ii) 6 way(4+18), Double door Each 1 5,299.00 5,299.00

Market Rate iii) 12 way(4+18), Double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10

DSR (E&M)- kA, "C" curve, miniature circuit breaker suitable for

15 2025 page no.15 inductive load of following poles in the existing MCB

Item no.2.10 DB complete with connections, testing and

commissioning etc. as required.

15.1 Item no.2.10.1 Single pole Each 78 285.00 22,230.00

Market Rate 40 Amp TP MCB

Market Rate 63 Amp TP MCB

15.4 Item no.2.10.4 Triple pole Each 2 1,070.00 2,140.00

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB

complete with connections, testing and commissioning etc. as

16 2025 page no.15

Market Rate Supply and delivery of 1.1 KV grade stranded al cable & cu Cable

Analysis make : (KEI/ gloster/ havells)

17.1 10SQ MM 4C CU UN.AR.(VTPN TO POWER TPN DB ) Per Mtr. 15 1,631.62 24,474.24

17.2 6SQ MM 4C CU UN.AR.(vtpn to light db & ups db, landscape light db ) Per Mtr. 27 994.27 26,845.18

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

17.3 25 SQ MM 3.5C AL.AR.(VTPN TO EXITING SOURCE) Per Mtr. 35 646.46 22,625.93

17.4 4 SQ. MM 4C CU.UN.AR(vtpn to ph pump ) Per Mtr. 30 676.50 20,295.05

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size on wall surface as required.

18 2025 page no.65

18.1 Item no.10.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Per Mtr. 42 64.00 2,688.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size direct in ground including excavation, sand cushioning, protective

covering and refilling the trench etc as required

(Upto 35 sq. mm)

Supplying and making end termination with brass compression gland and aluminium lugs

for following size of PVC insulated and PVC sheathed / XLPE

19 2025 page no.68

aluminium conductor cable of 1.1 KV grade as required.

B. LIGHT WORKS :

1 DSR (E&M)- LED Panel light 2x2 ft. (System lumen efficacy

2025 page no.44 ≥120 <135 lm/Watt)

Item no.8.7.4 Supplying, Installation, Testing & Commissioning of

Panel light 2x2 ft., of following body material and

construction as per IS : 10322 with driver as per the

requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt, frequency 50/60 hz,

Operating temp range -5 0C to 40 0C, internal

surge protection of 2.5 KV with Short & Open circuit

protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80,

UGR (Unified Glare Rating) <19, Flicker free,

(flicker should be below 5 %), life time (LED, Driver

& electrical circuitry), of minimum 50000 Burning

Hours with , 70% of initial Lumen maintained till

life ends, CCT 3000°K / 4000°K / 5700°K

/6500°K (As per ANSI Bin), SDCM(Standard

Deviation Color Matching) <3, Maximum power

consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard.

Manufactures Word Mark/ Name Engraved/

Embossing/ Screen printing on housing. complete

in all respect i/c external connections with 1.5 sq

mm FRLS/HFFR, PVC insulated copper

conductor single core cable and earthing etc. as

required with Minimum 5 year OEM warranty.

System lumen efficacy ≥120 <135 lm/Watt output

.LM79 & LM80 Test report and all testing

required for LED fixtures as per BIS shall be

submitted. Shape size and CCT shall be as

approved by Engineer-in-Charge as per

requirement. (Thermal management: heat sink of

aluminium housing such that LED junction

Supply, delivery & installation of 20W/m LED linear profile confirming AL. housing with

Market Rate acrylic cover and non-dimmable LED driver. Colour Temp. should be 5700k. With CRI>90

Analysis and emitting angle 120 degree

Make : Jaquar/K- lite/wipro

Supply Fixing of spot / Track light series, adopt aluminium which has excellent mechanical

strength, extruded aluminium for better thermal management, adopting reflector which is

with excellent optics effect and excellent spot light effect with 10 watt LED luminaire, with 2

3 circuit connector, directionally adjustable, convenient installation with 12 / 24 / 36 degree Each 3 7247.63 21,742.88

beam angle, IP 20 protection with 240V, 50 Hz single phase ac supply through cable

entires of mains supply.

Make : Jaquar/K- lite/wipro

4 DSR (E&M)- LED Down lighter (SMD Type) (System lumen

2025 page no.37 efficacy ≥ 105 < 120 lm/Watt )

Item no.8.1 Supplying, Installation, Testing & Commissioning of

LED Recessed/ surface Down lighter (Round/

square/ Rectangular) SMD type of following body

material with PMMA and prismatic diffuser and

construction as per IS : 10322 with driver as per the

requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt, frequency 50/60 hz,

Operating temp range -50C to 400C, internal surge

protection of 2.5 KV with Short & Open circuit

protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80,

UGR (Unified Glare Rating) < 19, Flicker free (flicker

should be below 5%), life time (LED, Driver &

electrical circuitry), of minimum 50000 Burning

Hours with 70% of initial Lumen maintained till

life ends, CCT 3000°K /4000°K / 5700°K /

6500°K (As per ANSI Bin), SDCM (Standard

Deviation Colour Matching) <3, Maximum power

consumption should not more than the specified

rating and Fixture shall be confirming to relevant BIS

standards. Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

Supply delivery &installation of 2x4.5 watt 6500 K led wall light opal glass diffuser,chrome

5 finish and nickel base,complete with E-14 led lamps.(mirror light) Each 6 5798.10 34,788.60

Make : Jaquar/Orient/Havells

Supply, delivery and installation of 24V , IP 20 LED stip conforming 5 w/m & CCT 3000k.

Market Rate This item also includes supply & fixing IP 20 LED Driver. (1 UNIT =5

Analysis mtr LED strip + 1no Driver)

Make : Jaquar/K- lite/wipro

Supply delivery and and installation of 36w, 6500 k recess mounted pendent light with

7 Wide 120° beam angle for even light distribution across the space. Each 2 7075.00 14,150.00

Make : Jaquar/K- lite/wipro

Supply, installation, testing and commissioning of Table Lamp with fabric shade and

Market Rate chrome finish base, complete with E27 holder, suitable for LED lamp up to 7W

Analysis (lamp not included)

Make : Jaquar/K- lite/wipro

C. LIGHTNING ARRESTETR :

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I.

tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base

plate including holes etc. complete as required.

Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other

metallic object) by riveting / nut bolting/ sweating and soldering etc as

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for

lightning conductor complete as required.(For horizontal run)

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for

lightning conductor complete as required.(For vertical run)

Providing and fixing testing joint, made of 20 mm X 3

mm thick G.I. strip, 125 mm long, with 4 nos. of G.I.

bolts, nuts, chuck nuts and spring washers etc.

complete as required.

Providing and laying G.I. tape 32 mm X 6 mm from

earth electrode directly in ground as required.

D. EARTHING WORKS:

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and

providing masonry enclosure with cover plate having locking arrangement and watering

pipe etc. (but without charcoal/coke and salt) as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth

electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as

required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc.

Providing and fixing earth bus bar of 50mm X 5 mm copper strip on surface for

connections etc. as required.

E. UNDER FLOOR TRUNKING :

1 Supply delivery and installation of 275 GSM, 25 mm height, 1.6 mm lid, 2.5 mtr length

under floor trunking conforming 150 mm 2 compartment structure. Each 9 4,308.16 38,773.48

make:honeywell/legrand

2 Supply delivery and installation of 275 GSM, 25 mm height, 1.6 mm lid, 75 mm length joint

sleeves compartable for 150 mm 2 compartment under floor trunking. Each 8 376.00 3,007.98

make:honeywell/legrand

3 Supply delivery and installation of top recess - 20 mm with metallic lid, height : 90-105 mm

Market Rate access outlet box of size 150 mm x 150 mm having 2 nos 6/6 amp socket, 2 nos 6 amp

Analysis switch, 1 no RJ 45 socket, 1 no RJ 11 socket. make:honeywell/legrand

4 Market Rate Supply delivery and installation of top recess - 8 mm with metallic lid, height : 55-70 mm

Analysis crossover junction box of size 150 mm x 150 mm. make:honeywell/legrand

5 Supply delivery and installation of vertical access box of size 250 mm x 200 mm x 45 mm.

make:honeywell/legrand Each 6 2,697.00 16,181.97

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

Online UPS - Input supply: Single Phase, Output Supply: Single Phase. Supplying,

installation, Testing & Commissioning of following capacity at full load (Unity Power Factor)

ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input,

Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank

suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per

KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS

Container) and Static Bypass switch along with provision for manual bypass, suitable

isolation transformer for additional protection against neutral faults etc. The UPS systems

shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor

(IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology.

The quality of design, manufacturing and inspection process should confirm to the relevant

Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS

DSR (E&M)- systems shall be >95% at 100% non-linear loads. Current total harmonic distortion(ITHD)/

2025 page total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required

no.189 Item LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the

no.26.1 input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be

kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading

power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V

50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50

Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating

temperature 0 to 40 0C, Relative humidity 0-95% non condensing, noise level less than

60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output

voltage, battery over charging, output over current, short 189 DELHI SCHEDULE OF

RATES (E&M)-2025 circuit, battery deep discharge , 10 KV surge. Display for

watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage

electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2,

it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC

6 KVA 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Nos. 1 109793.00 1,09,793.00

G. EXTERNAL ELECTRICAL WORKS :

Supply, delivery and fixing of 40 watt POST TOP light having aluminium die cast housing

1 and V type 360 degree uniform distribution, colour temperature 3000k. Make : Nos. 2 9,136.40 18,272.80

Jaquar/K- lite/wipro

Supply, installation, testing and commissioning of IP65 LED bulkhead light, 10 W, 5700 K

CCT, suitable for surface/wall mounting, complete with integral driver, mounting

2 accessories, internal wiring and all hardware, finished in approved make, complete in all Nos. 30 1,657.43 49,722.75

respects. Make : Jaquar/K-

Supply and delivery of 1.1 KV grade stranded al cable & cu Cable

make : (KEI/ gloster/ havells)

3.1 10 SQ MM 4C AL.AR.(TPN TO LANDSCAPE LIGHT ) Per Mtr. 280 461.62 1,29,254.58

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size in the existing RCC/ HUME/ METAL pipe as required.

4 2025 page no.65

Supplying and making end termination with brass compression gland and aluminium lugs

for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with

fitting and cutting, jointing etc. in the existing trench, complete as required.

6.1 Item no.15.15.1 63 mm dia( OD-63mm & ID-51 mm nominal) Per Mtr. 10 136.00 1,360.00

7 Supply and installation of terminal box complete with connector and 6A single-pole MCB. Per Mtr. 32 5,827.63 1,86,484.23

Sub Total Internal & External Electrical Works 7,97,458.00 10,73,344.65

Air Conditioning System

1 DSR 2025 Supplying , Installation, Testing and Commissioning of Air

Cooled Hi Wall split type Air conditioners complete with

Indoor unit(IDU), Out door unit (ODU), surface / concealed

copper Refrigerant piping with insulation (closed cell

elastomeric nitrile rubber tubular pipe section) upto 3 Mtr

(IDU to ODU), copper power cable upto 3.5 Mtr (IDU to

ODU) i/c drain pipe R-32/R-410/ R-407 Green Refrigerant,

wireless Remote control, suitable for working between 180-

260V with low & high voltage cutoff and 50 hz ,1 phase AC

supply capable of performing cooling, dehumidification, air

circulation of following capacity with Scroll / rotary

compressor. The system shall be able to deliver 100% of

the rated capacity upto 42 0C. Min 5 year Original Equipment Manufacturer (OEM)

warranty both compressor

and Printed Circuit Board (PCB). Must comply : Electrical

cable IS 694 or IS 9968 temperature sensing control IS

/International Electrotechnical Commission (IEC) 60730,

hermetic compressor IS 10617, heat exchanger IS 11329,

capacitor IS 2993 and motor IS 12615. Complete as per

CPWD specification and IS : 1391 Part II 2023. The system

shall be able to operate up to 50 0C (out door ambient

1.1 32.2.2 1.0 TR with 5 Star BEE Rating 5 Each 2.00 40580.00 81,160

1.2 32.2.4 2.0 TR with 5 Star BEE Rating 5 Each 3.00 57396.00 1,72,188

1.3 32.2.3 1.5 TR with 5 Star BEE Rating 5 Each 1.00 43539.00 43,539

Sub TotalAir Conditioning System 2,96,887.00 0.00

Internal Fire Fighting System

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

1 27.4 Supplying, installation, testing and commissioning of electric driven terrace pump suitable

for automatic operation and consisting of following, complete in all respects, as

required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of

cast iron body & bronze impeller with stainless steel shaft, mechanical

confirming to IS: 1520 b) Suitable HP squirell cage

induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply

with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F'

insulation, conforming to IS-325 c)

M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.

as required. (d)Suitable cement concrete foundation

duly plastered and with anti vibration pads.

2 27.12 Supplying, fixing, testing and commissioning of double flanged sluice valve of PN 1.6

rating with with non rising spindle bronze/gunmetal seat duly ISI marked complete with 0

nuts, bolts, washers, gaskets conforming to IS 780 of following sizes as required

3 27.14 Providing, installation, testing and commissioning of non-return valve of following sizes

confirming to IS: 5312 complete with rubber gasket, Gl bolts, nuts, washers etc.as required 0

4 Pressure gauge-Providing and fixing in position the industrial type pressure gauges with

30.8 gun metal / brass valves complete as required Nos 3 1491 4473

5 27.22 Providing & fixing of Pressure switch in M.S pipe line including connection etc. as

required Nos 3 1670 5010

6 27.9 Supplying and fixing single headed internal hydrant valve with instantaneous

Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked

conforming to IS 5290 (Type-A) with blank Gunmetal/Stainless Steel cap and

chain as required:

6.1 27.9.1 Single headed gunmetal (ground floor-1X1 riser) Nos 1 8208 8208

7 27.10 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia

instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked,

conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and

chain as required:

7.1 27.10.1 Single headed gunmetal set 1 8208 8208

8 27.19 Supplying and fixing of fire brigade connection of cast iron body with gun metal male

instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS 0

pipe connection conforming to IS 904 as required:

9 27.18.1 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal

diameter size nozzle conforming to IS 903 suitable for instantaneous connection to

interconnect hose pipe coupling as required:

10 27.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office

red, conforming to IS 884 complete with the following as required.

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS:

12585 20 mm nominal internal dia gun metal globe 0

valve & nozzle.

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

11 27.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with

bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets 0

conforming to IS 13095 of following sizes as required

12 MR Supplying and fixing of Air Release Valve at riser top with required accessories as

required. 25mm dia

13 27.7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to

IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts,

gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and 0

painting with two or more coats of synthetic enamel paint of required shade complete as

Earthing with G.l.earth pipe 4.5 metre long. 40mm dia including accessories, and providing

14 5.2 masonry enclosure with cover plate having locking arrangement and watering pipe etc. set 2 7658 15316

with charcoal / coke and salt as required :

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth

electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as

required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50mm)

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along

with existing surface/recessed conduit/submain wiring/ cable as required.

Providing and fixing earth bus bar of 50mm X 5 mm copper strip on surface for

connections etc. as required.

19 STORED PRESSURE" ABC TYPE FIRE

EXTINGUISHER (IS 15683) squeeze Lever

Discharge Valve fitted with Pressure indicating Gauge, suspension bracket duly charged

NS with Dry powder (Mono Ammonium Phosphate), ISI Mark and Pressurized with Nitrogen Nos

B) Capacity - 06 kg

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

20 CORBON DIOXIDE (CO2) TYPE FIRE EXTINGUISHERS (IS. 15683) filled with CO2 gas,

wire braided rubber Hose & Horn etc. & It should be of wheel type control valve operating

NS mechanism | with CCE Approved Cylinder over all conforming to IS 15683 and ISI Nos

Marked. Capacity 4.5 kg

21 EXIT signage at Main EXIT door from inside, Make- Prolite / Autolite / Supreme Creation

NS Size- 150mmx300mm

22 Near the Fire Extinguishers, Make- Prolite / Autolite / Supreme Creation Size -

NS 150mmx300mm

23 Safe area to be marked outside of the premises for assembly of the occupants in case of

NS emergency,Size- 300mmx400mm Make- Prolite / Autolite / Supreme Creation

24 lift lobby above the lift entrance door centrally in the lift lobby on all the floors and one

inside the Lift car, Size- 300mmx400mm, Make- Prolite / Autolite / Supreme Creation

Sub Total Internal & External Plumbing Works 2,43,490.71 34,122.09

New Boundary Wall

1 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.

1.1 2.6.1 All kinds of soils Cum 20.13 177.50 3,573.01

2 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 14.71

and watering, lead up to 50 m and lift upto 1.5 m. Cum. 196.00 2,882.65

SUB-HEAD-2 MASONARY WORKS

3 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation

7.5 in superstructure above plinth level up to floor five level in :

3.1 6.32.2 Cement mortar 1 :6 (1 cement : 6 coarse sand) Cum. 18.51 9095.05 1,68,372.11

SUB-HEAD-3 CONCRETE WORKS

4 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 4.1.5 1:3:6 (1 Cement: 3 coarse sand:6 graded stone aggregate 20 mm cum nominal size Cum. 1.21 7294.70 8,853.78

5 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.

5.1 5.33.1 All works up to plinth level

5.33.1.1 Concrete of M25 grade with minimum cement

content of 330 kg /cum Cum. 9504.75 22,696.91

5.2 5.33.2 All work above Plinth level upto floor V Level.

6.2.1 5.33.2.1 Concrete of M25 grade with minimum cement

content of 330 kg /cum Cum. 9860.40 53,531.89

6 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

6.1 5.9.1 Foundations, footings, bases of columns etc. for mass

concrete. Sqm. 392.15 6,224.13

6.2 5.9.21 Lintels, beams, plinth beams, girders, bressumers and

cantilevers with water proof ply 12 mm thick. Sqm. 841.95 9,598.23

6.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm. 18.96 961.30 18,226.25

7 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

7.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 293.26 107.85 31628.24

7.2 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or

SUB-HEAD-4 STEEL WORKS

8 10.25 Steel work welded in built up sections/framed worK including cutting

hoisting, rixing in position andapplying a priming coat of approved steel

primer using structural steel, etc. as required.

8.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works Kg. 172.60 1,61,242.92

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

9.0 16.53 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 88.37

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) Metre 375.80 33,207.57

SUB-HEAD-5 PLASTER WORK

10 13.3 20 mm cement plaster of mix ;

SUB-HEAD-6 FINISHING WORK

11 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade:

11.1 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over

and including priming coat of exterior primer applied @ 0.90 384.14

12 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour

to give an even shade :

12.1 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 sqm 226.25 7,982.10

Sub Total New Boundary Wall 8,15,682.30 0.00

PATHWAY & PARKING WORKS

1 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground

level and removal of rubbish up to a distance of 50 m outside the periphery of the area

2 2.6.1 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, for all lift, including getting out the excavated

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

3 2.28.1 Surface dressing of the ground including removing vegetation and inequalities not

exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All

kinds of soil Sqm 274.00 34.15 9,357.10

4 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. Cum 27.40 2123.75 58,190.75

5 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) Cum 0.60 7294.70 4,376.82

6 16.68 Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line

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

7 16.69 Providing and laying at or near ground level factory made Kerb stone of M-25 grade

cement concrete in position to the required line, level and curvature, jointed with cement

mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves

(thickness of joints except at sharp curve shall not to more than 5mm) including making

drainage opening wherever required complete etc. as per direction of Engineer-in-charge)

length of finished kerb edging shall be measured for payment (Precast kerb stone shall be

approved by Engineer-in-charge)

Sub Total Pathway & Parking 3,76,835.83 0.00

Dismantling Work For Front Existing Boundary wallI

1 15.3 Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars and disposal of unserviceable material within 50

metres lead as per direction of Engineer - in- charge. Cum 7.48 3551.25

2 15.7.4 Demolishing brick work manually/ by mechanical means including

stacking of serviceable material and disposal of unserviceable material

within 50 metres lead as per direction of Engineer-in-charge. (In cement mortar) Cum 24.89 2060.20

3 15.12.2 Dismantling doors, windows and clerestory windows (steel or wood)

shutter including chowkhats, architrave, holdfasts etc. complete and

stacking within 50 metres lead : (Of area beyond 3 sq. metres) Each 1.00 502.75

4 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled

or waste materials by mechanical means, including loading, transporting,

unloading to approved municipal dumping ground or as approved by

Engineer-in-charge, beyond 50 m initial lead, for all leads including all

lifts involved.

Sub Total Pathway & Parking 0.00

Digitally signed by PRIYA