Construction of additional staff quarter at JNV Ganjam (Odisha)

ABSTRACT OF COST

AMOUNT BASED ON COST (IN LACS)

S.NO DESCRIPTION OF WORK

DSR-23 NON DSR

TYPE-II STAFF QUARTERS- 10 NOS. (ONE BLOCK OF G+2

A STOREY, RCC FRAMED STRUCTURE), PLINTH AREA 24332098.84 2088389.90

SUB-TOTAL(A) 26420488.74

B DEVELOPMENT WORKS

PATHWAYS-20M 53518.72

EXTERNAL WATER SUPPLY SYSTEM 130144.50

EXTERNAL SEWERAGE SYSTEM 200679.49

APRON DRAIN - 84 RMT 176782.86

SEPTIC TANK - 1 NO OF 50 USERS 378762.75

EXTERNAL ELECTRIFICATION WORKS 4,50,150.13

SUB-TOTAL(B) 1390038.45

SUB-TOTAL (A+B) 27810527.18

Digitally signed by JAYA

DETAILED ESTIMATE FOR CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV:GANJAM (Odisha)

ABSTRACT OF COST

TYPE-II RESIDENCES (G+2) 4X2+2=10 UNITS

S.N. DESCRIPTION OF ITEM DSR- AMOUNT AMOUNT

QUANTITY UNIT RATES ( In Rs.)

2023 DSR ITEM ( In Rs.) [M.R. ITEM] ( In Rs.)

1 Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-incharge..All kinds of

2 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 2.25 356.89 CUM 198.34 70,784.25

watering, lead up to 50 and for all lift.

3 Supplying and filling in plinth with sand under floors, including

watering, ramming,consolidating and dressing complete. 2.27 63.83 CUM 2149.07 1,37,174.83

4 Disposal of moorum/building rubbish/ malba/ similar

unserviceable, dismantled or waste material by mechanical

transport including loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km for all lifts,

complete as per directions of Engineer-in-charge

B Concrete Work

5 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural

sources : 8 graded stone aggregate 40 mm nominal size derived

from natural sources)

6 Providing and laying damp-proof course 40mm thick with

cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii)

derived from natural sources : 4 graded stone aggregate

12.5mm nominal size derived from natural sources)

7 Providing & applying a coat of residual petroleum bitumen of

grade of Vg-10 of approved quality using 1.7 kg per square

metre on damp proof course after cleaning the surface with 4.13 18.83 SQM 147.89 2,784.07

brushes and finally with a piece of cloth lightly soaked in

8 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zoneiii) derived from natural sources :

6 graded stone aggregate 20 mm nominal size derived from

natural sources) 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.

9 Brick edging in full brick width and half brick depth including

excavation, refilling and disposal of surplus earth lead upto 50

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

designation 7.5

C Reinforced Cement Concrete

10 Centering and shuttering including strutting, propping etc. and

removal of form for

(a) Foundations, footings, bases of columns, etc. for mass

(b) Suspended floors, roofs, landings, balconies and access

(c) Lintels, beams, plinth beams, girders, bressumers and

(d) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 397.52 SQM 972.76 3,86,694.03

(e) Edges of slabs and breaks in floors and walls Under 20 cm

11 Steel reinforcement for r.c.c. work including straightening,

cutting, bending, placing in position and binding all complete

Thermo-mechanically treated bars of grade fe-500D or more.

12 Steel reinforcement for r.c.c. work including straightening,

cutting, bending, placing in position and binding all complete

Thermo-mechanically treated bars of grade fe-500D or more.

13 Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections.

14 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; 5.33

for the following grades

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

(I) All works upto plinth level 5.33.1

Digitally signed by JAYA

Concrete of M25 grade with minimum cement

content of 330 kg /cum

(iii) R.C.C. work in Columns 5.33.1.1 30.96 CUM 9618.05 2,97,774.72

(ii) All works above plinth level upto floor V level 5.33.2

Concrete of M25 grade with minimum cement

content of 330 kg /cum

(iii) R.C.C. work in Columns 5.33.2.1 55.68 CUM 9977.94 5,55,571.47

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

the specified cement content therein.

D Masonry Work

16 Half brick masonry with non modular fly ash bricks of class

designation 10, conforming to is 12894, in super structure above

plinth to floor V level : cement mortar 1:4 (1 cement : 4 coarse

17 Extra for providing and placing in position 2 Nos 6mm dia. M.S.

bars at every third course of half brick masonry.

18 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive strength in

super structure above plinth level up to floor V level in: 6.34.2 98.56 CUM 8856.88 8,72,934.13

Cement mortar 1:6 (1 cement : 6 coarse sand)

19 Brick work with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in foundation and plinth in: 6.1.2 85.23 CUM 7217.27 6,15,127.62

Cement mortar 1:6 (1 cement : 6 coarse sand)

E Cladding Work

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

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills , facias and similar locations of

required size, approved shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), 8.2

joints treated with white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing, moulding and

polishing to edges to give high gloss finish etc. complete at all

Granite stone slab colour black, Cherry/Ruby red 8.2.2

22 Providing edge moulding to 18mm thick marble stone counters,

Vanities etc. including machine polishing to edge to give high

gloss finish etc. complete as per design approved by Engineer-

23 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.

24 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.

25 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. MINMUM SIZE OF TILE

E Wood and PVC Work

26 Providing and fixing ISI marked flush door shutters conforming

to IS : 2202 (Part I) nondecorative type, core of block board

construction with frame of 1st class hard wood and well

matched commercial 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws

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

mm minimum depth on all edges of flush door shutters (over all 9.23 73.24 SQM 467.86 34,266.34

area of door shutter to be measured).

28 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

steel windows by welding.

Providing & Fixing decorative high pressure laminated sheet of

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

protective surface layer and reverse side of adhesive bonding 9.127.2 146.48 SQM 908.00 1,33,003.93

quality conforming to IS : 2046 Type S, including cost of

adhesive of approved quality. 1.0 mm thick

30 Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour and shade, 9.101.2 67.50 NOS 73.21 4,941.84

with necessary screws etc. complete.

Twin rubber stopper

Digitally signed by JAYA

31 Providing and fixing factory made PVC door shutter made of

solid foam PVC profiles of thikness 5 mm and 15 mm at edges

integrally extruded for vertical style and horizontal (top/ bottom/

lock) rails of minimum cross section of 70mmx 28mm, of shape

and design as per manufacturer’s specifications having

homogenous fine cellular structure and smooth integral outer

skin, inserted with G.I. ‘C’ section/ rectangular tube profile

of minimum 0.30 mm thickness with 120 gsm coating as

stiffeners as per manufacturer’s specifications Mitred cut joints

for styles and rails provided with telescopic polymeric ‘L’ corners

are jointed together using solvent adhesive and strenghtened

with fully threaded stainless steel screws (of required size)

through reinforced stiffener with paneling of specified solid

foam PVC board/ high pressure laminate of required thickness

and of approved design and shade (matching the styles and

rails), secured within styles and rails with specially designed

solid foam PVC moulded beadings of required size using PVC

solvent adhesive/ cement. The finished door shutter including

SS hardware, 1 no. ss sliding bolt 200 x 10mm, 1 no. SS

tower bolt 200 x 10 mm and 2 nos. SS handles 125mm, shall be

fixed to frame with 3 nos. stainless steel hinges of minimum size

100x58x1.9 mm and stainless steel screws of required size

complete as per direction of the Engineer-in-Charge. (Cost of

above hardware is inclusive in rates) 5 mm thick solid foam PVC

panel of required size with moulded/ extruded beading of

appropriate design shape and size as per manufacturer’s

specifications ( to secure the panel insert tight in place within

the style and rails of shutter) matching the colour and shade of

Non decorative type.

32 Providing and fixing bright /matt finished Stainless Steel handles

of approved quality & make with necessary screws etc all 9.165.1 135.00 NOS 120.62 16,283.82

complete. 125 mm

33 Providing & fixing Stainless steel sliding door bolts ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with nuts M.R. 67.50 NOS 560.00

and screws etc complete. (a)

34 Providing and fixing stainless steel towerbolts (barrel type) with

necessary screws etc. complete.

CUPBOARD / WARDROBE

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid board one side white color and other

side of board laminted with PVC foil of minimum 14 micron

thickness of approved design pasted with hot melt adhesive

for cup boards, work stations and bathroom/kitchen cabinet

etc. of required sizes 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 piano hinges/soft close clip on concealed

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 piano hinges/soft

close clip on concealed hinges and necessary S.S screws shall

be paid separately)

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid plain white color board for backing

of cup boards and bathroom/kitchen cabinets etc. 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 26.90 -

flame of Class A category with property of being termite/borer

proof, water/moisture proof and fire retardant and fixing with

stainless steel screws etc. all as per direction of Engineer-In-

Charge. (Note: stainless steel screws shall be paid separately)

Digitally signed by JAYA

38 Providing and fixing stainless steel fancy handle of approved

make fixed with SS screws etc. complete as per direction of

Engineer-in-charge.

39 Providing and fixing stainless steel soft closing spring hinges at

0 degree hinges (hydraulic type) of approved make/brand to

cupboard shutters with full threaded steel screws including

making necessary recess in board and finished etc. complete 9.171 420.00 each 1,15,601.74

per direction of Engineer-in-charge

40 Providing and fixing stainless steel soft closing heavy type

telescopic drawer channels of approved make 500 mm long with

screws etc. complete as per directions of Engineer- in-charge.

41 Providing and fixing ready made 304 grade stainless steel

Modular kitchen basket and accessories such as right angle

basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali,

Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain

basket,Multipurpose basket as per site requirement including

finishing (wherever required) and fittings. The same shall be

fixed with necessary stainless steel nuts & bolts, Stainless Steel

screws & telescopic channel etc. as per direction of Engineer-in-

(For payment purpose only weight of Stainless steel basket shall

be considered excluding weight of all fixing accessories such as

nuts, bolts, fasteners telescopic basket channels etc.Payment

of providing and fixing telescopic channel shall be paid

separately) 539.61

42 Painting with black anti-corrosive bitumastic paint of approved

brand and manufacture to give an even shade : 13.65.1 184.33 SQM 141.92 26,160.01

Two or more coats on new work

43 Providing and fixing 1 mm 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 10.5.1 1.212 SQM 5873.54 7,116.02

of approved steel primer.

Using M.S. angels 40x40x6 mm for diagonal braces

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

ventilators and cupboard with rectangular/ L-Type sections,

made of 1.60 mm thick M.S. Sheet, joints mitred, welded and

grinded finish, with profiles of required size, including fixing of

necessary butt hinges and screws and applying a priming coat

of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement

concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse

sand : 6 graded stone aggregate 20 mm nominal size)

45 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 & 10.28 103.95 Kg 781.61 81,248.05

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-

46 Supply & fixing of Aluminium 3 Track Sliding windows as per

design & specifications with outer frame 86.5mm X 48mm,

Shutter section 65mm X 29mm, Mesh Shutter 66.7mm X 29mm,

Powder coated (any RAL Colour), 6mm Clear tuffened glass,

Wire Mesh, Handle, EPDM Gasket, Silicon sealant with

complete hardware of reputed brand, 11,12,786.10

47 Providing and fixing aluminium work for doors, windows,

ventilators and partitions with extruded built up standard tubular

sections/ appropriate Z sections and other sections of approved

make conforming to IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including necessary filling up

the gaps at junctions, i.e. at top, bottom and sides with required

EPDM rubber/ neoprene gasket etc. Aluminium sections shall

be smooth, rust free, straight, mitred and jointed mechanically 21.1

wherever required including cleat angle, Aluminium snap

beading for glazing / paneling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling and dash

fasteners to be paid for separately) :

For fixed portion 21.1.1

Powder coated aluminium (minimum thickness of powder

coating 50 micron

48 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 / 21.1.2

neoprene gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

Digitally signed by JAYA

49 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 21.3

and the directions of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

With float glass panes of 8 mm thickness (weight not

less than 20 kg/sqm)

50 Providing and fixing 12 mm thick prelaminated particle board flat

pressed three layer or graded wood particle board conforming to

IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors,

windows shutters and partition frames with C.P. brass /

stainless steel screwsetc. complete as per architectural

drawings and directions of engineerin-charge.

Pre-laminated particle board with decorative lamination

51 Filling the gap in between aluminium frame & adjacent RCC/

Brick/ Stone work by providing weather silicon sealant over

backer rod of approved quality as per architectural drawings and 21.8

direction of Engineer-in-charge complete.

Upto 5mm depth and 5 mm width 21.8.1 260.42 RM 97.90 25,496.27

52 Providing and laying Vitrified tiles in floor in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours and shade, laid

on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)

jointing with grey cement slurry @3.3 kg/sqm including grouting

the joints with white cement and matching pigments etc. The

tiles must be cut with the zero chipping diamond cutter only . 11.41A.3 98.23 SQM 1482.31 1,45,607.41

Laying of tiles will be done with the notch trowel, plier, wedge,

clips of required

thickness, leveling system and rubber mallet for placing the tiles

gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of

Tile 600 x 600 mm

53 Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid on 20mm thick

cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey

cement slurry @ 3.3kg/sqm including grouting the joints with

white cement and matching pigments etc., complete.size of tile

54 Providing and laying Vitrified tiles in different sizes (thickness to

be specified by manufacturer), with water absorption less than

0.08 % and conforming to I.S. 15622, of approved make, in all

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

of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with 11.46.2 58.93 SQM 1642.40 96,786.44

grey cement slurry @ 3.3kg/sqm including grouting the joint with

white cement & matching pigments etc. complete.size of tile

55 Providing and laying flamed finish Granite stone flooring in

required design and patterns, in linear as well a 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 :

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

Brown, Cat Eye or equivalent.

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.

Polished Granite stone slab of colour Black, Cherry/Ruby Red or

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

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, facias and similar locations of

required size, approved shade, colour and texture laid over 20

mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),

joints treated with white cement, mixed with matching pigment, 8.2

epoxy touch ups, including rubbing, curing, moulding and

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

Granite stone slab of colour black, Cherry/Ruby red Area of 8.2.2 145.69 SQM 5197.52 7,57,229.37

slab over 0.50 sqm

Digitally signed by JAYA

58 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

1200mm center to center and cross "T" of size 24x25 mm made

of 0.30mm 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

the1200x600 mm panel to form grids of 600x600 mm and wall 12.52 -

angle of size 24x24x0.3 mm and laying false ceiling tiles of

approved texture in the grid including, required cutting/making,

opening for services like diffusers, grills, light fittings, fixtures,

smoke detectors etc. Main

"T" runners to be suspended from ceiling using GI slotted cleats

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

and 50 mm long dash fasteners, 4 mm GI adjustable rods with

galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced

at 1200 mm center to center along main T, bottom exposed

width of 24 mm of all

T-sections shall be pre-painted with polyester paint, all complete

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

Engineer-in-charge.

12.5 mm thick square edge PVC Laminated Gypsum Tile of size

595x595 mm, made of Gypsum plasterboard, manufactured

from natural gypsum as per IS 2095 part I and laminated with

white 0.16mm thick fire retardant

PVC film on the face side and 12micron metalized polyester on

the back side with all edges sealed with the face side PVC film

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

edges and the back side

metalized polyester film so as to make the tile a completely

59 External Plaster in CM 1:4 with18mm thick in Two coats

comprising of first layer 12mm thick cement plaster finished with

a top layer 6mm thick cement plaster cement: 4 coarse sand)

Rate for First layer 12mm thick cement plaster DSR item No.

Rate for top layer 6mm thick cement plaster cement DSR item

Total Rate For 18mm Thick Plaster=357.35+178.68=536.03

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

of plaster work in proportion recommended by the 50kg

manufacturers. 13.21 111.92 cement 22.36 2,502.98

61 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

62 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)

63 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

64 Finishing walls with 100% Premium acrylic emulsion paint

having VOC less than 50 gm/litre and UV resistance as per IS

15489:2004, Alkali & fungal resistance, dirt resistance exterior

paint of required shade (Company Depot Tinted) with silicon

New work (Two or more coats applied @ 1.43 litre/ 10

sqm. Over and including priming coat of exterior primer

applied @ 0.90 litre/10 sqm.

Applying priming coat:

65 With ready mixed aluminium primer of approved brand and

manufacture on resinous wood and plywood

66 With ready mixed red oxide zink chromate primer of approved

brand and manufacture on steel galvanised iron/steel works. 13.50.3 186.25 SQM 68.20 12,703.15

67 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade: Two or more coats on 13.61.1 211.77 SQM 157.76 33,408.30

68 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

I Water Proofing

69 1.2mm Single component PU + 1mm thick PVC menbrance, (

Category A, Type IV), complying to IS 15909 on the mother/

RCC slab.Additonally, 2-component acrylic cementitious coating

with protection of fiberglass mesh/ fabric over the insulation/ MR 207.672 SQM 364.00 75,592.44

screed concrete made for required slope/ drainage.

Digitally signed by JAYA

70 Supply & Fixing of Prepainted coloured Trapezoidal or approved

profiled Sheeting 1000-1020 mm cover width, 28-30 mm high

crests with subtle square fluting in the five pan at nominal 190-

255 mm (as approved by EIC) centre-to-centre manufactured

out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume

steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of

total both sides 550 MPa yield stress as per AS-1397). Colour/

Exterior coat of RMP 20 micron top coat applied over 5 micron

primer and a 5 micron polyester back coat applied over 5

microns primer OR equivalent coating/painting. The sheet shall

have wide pans with stiffening ribs for effective water shedding

and special male/female ends with full return legs on side laps M.R 207.672 SQM 1060.00 2,20,131.83

for purlin support. The male end of the sheet shall have anti-

capillary flute at side laps to prevent leakages. The sheet shall

be fixed by means of anti corrosive approved make "Rust

Shield" (Epoxy Polymer) coated self-drilling self tapping

fasteners 12-14 X 55 mm with EPDM seals through crest for

roofing and 12-24 X 20 mm through valley (pans) for wall

cladding. The sheet shall be supplied in lengths maximum up to

6-12 meter long to suit site dimensions. The scope includes all

sealing of joint, curves, edges or other accessories with silicon

71 Steel work in built up tubular (round, square or rectangular

hollow tubes etc.) trusses etc., including cutting, hoisting, fixing

in position and applying a priming coat of approved steel primer,

including welding and bolted with special shaped washers etc.

72 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications

including appropriate priming coat, preparation of surface, etc.

complete. On steel work. 13.52.1 207.672 SQM 244.63 50,803.03

Sub Head – I Sanitary Installation

Providing and fixing water closet squatting pan (Indian type

W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low

level white P.V.C. flushing cistern, including flush pipe, with

1.1 manually controlled device (handle lever) conforming to IS : 17.1

7231, with all fittings and fixtures complete, including cutting and

making good the walls and floors wherever required:.

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

mm with integral type foot rests. 6848.07

Providing and fixing white vitreous china pedestal type water

closet (European type) with seat and lid, 10 litre low level white

vitreous china flushing cistern & C.P. flush bend with fittings &

C.I. brackets, 40 mm flush bend, overflow arrangement with

specials of standard make and mosquito proof coupling of

approved municipal design complete, including painting of

fittings and brackets, cutting and making good the walls and

floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid 17.3.1 13 each 8102.04 1,05,326.50

1.7 Providing and fixing toilet paper holder : 17.34 -

Providing and fixing CP brass auto closing system basin

1.8 pillar tap / hand wash as approved by Engineer- In Charge NSI-2 8 each 5,092.00

Providing and fixing CP brass single lever basin mixer

without popo with 450mm long braided hose (connection pipe)

basin pillar tap as approved by Engineer- In Charge.

Providing and fixing 32mm C.P brass bottle Trap of approved

1.10 quality & make as per the direction of engineer-in-incharge. 17.22A 8 each 8,377.08

Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass

screws and washers complete. 1627.12

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink

as per IS : 13983 with C.I. brackets and stainless steel plug 40

1.12 mm, including painting of fittings and brackets, cutting and 17.10 -

making good the walls wherever required :

Kitchen sink with drain board 17.10.1 -

510x1040 mm bowl depth 250mm 17.10.1.1 each 7028.39 -

Kitchen sink without drain board 17.10.2 - -

Providing and fixing white vitreous china laboratory sink with C.I.

brackets, C.P. brass chain with rubber plug, 40 mm C.P brass

waste and 40mm C.P. brass trap with necessary C.P. brass

unions complete, including painting of fittings and brackets,

cutting and making good the wall wherever required :

Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete.

Flexible pipe 17.28.2 -

1.15 Providing and fixing soil, waste and vent pipes : 17.35 -

Hubless centrifugally cast (spun) iron pipes epoxy coated inside

& outside IS:15905 1183.24

Providing and fixing bend of required degree with access door,

1.16 insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38 -

Hubless centrifugally cast (spun) iron epoxy coated inside &

outside I.S. 15905 573.96

1.17 Providing and fixing plain bend of required degree. 17.39 -

Digitally signed by JAYA

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 372.39

1.18 Providing and fixing heel rest sanitary bend 17.40 -

Sand cast iron S&S as per IS - 3989 17.40.1.2 14 each 555.24 7,773.37

Providing and fixing double equal plain junction of required

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 769.77

Providing and fixing single equal plain junction of required

1.20 degree with access door, insertion rubber washer 3 mm thick, 17.43 -

bolts and nuts complete.

sand cast Iron S&S as per IS: 3989 17.43.1.2 each 936.73 -

Providing and fixing single equal plain junction of required

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 588.38

1.22 Providing and fixing terminal guard: 17.56 -

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 432.90

Providing and fixing shielded coupling for Hubless centrifugally

cast iron pipes

S S 304 grade coupling with EPDM rubber gasket 17.57A.1.1 87 each 437.20 38,036.40

Providing and fixing M.S. stays and clamps for sand cast

iron/centrifugally cast (spun) iron pipes of diameter :

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste

vent pipes and fittings with two coats of synthetic enamel paint

1.25 of any colour such as chocolate grey, or buff etc. over a coat of 17.65 -

primer (of approved quality) for new work :

100 mm diameter pipe 17.65.1 56 meter 83.79 4,692.07

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

to Sand Cast iron/cast iron (spun) pipe embedded in and

including cement concrete blocks 10x10x10cm of 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) including cost of cutting holes and making good

the walls etc. :

100 mm diameter pipe 17.37.1 28 each 367.18 10,280.90

Providing and fixing G.I. soil / waste pipes complete with G.I.

1.27 fittings and clamps, i/c cutting and making good the walls etc. 18.10 -

32 mm dia. nominal bore 18.10.4 17 metre 674.95 11,474.16

40 mm dia. nominal bore 18.10.5 6 metre 821.58 4,929.47

50 mm dia. nominal bore 18.10.6 6 metre 1060.85 6,365.08

Providing and fixing trap of self cleansing design with screwed

down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors :

100 mm inlet and 100 mm outlet 17.60.1 -

Hubless centrifugally cast (spun) iron epoxy

coated inside & outside as per IS:15905 864.74

Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for

passing drain pipe etc. and repairing the hole after insertion of

drain pipe etc. with cement concrete 1:2:4 ( 1 Cement : 2 course

sand : 4 graded stone aggregate 20 mm nominal size ) ,

including finishing complete so as to make it leak proof.

Providing & fixing in position GI 100x50 elbow floor drain

1.30 including cost of cutting and making good the walls and floors NSI-4 15 each 1,541.00

wherever required. 23,115.00

Providing and fixing 125 mm dia S/S grating (with or

without hole)for floor or Nahani trap. 18,600.00

Providing and fixing soap dish holder from wall of standard

shape with fittings of approved quality with all complete. 9,272.00

Providing and fixing soap dispenser with glass bottle from wall

1.33 of standard shape with fittings of approved quality with all NSI-7 8 each 2,095.00

complete. 16,760.00

Providing & fixing 600 mm towel rail long stanless steel from

1.34 wall face with concealed fittings arrangement of approved NSI-8 8 each 2,025.00

quality with all complete. 16,200.00

Providing and fixing PTMT soap Dish Holder having length of

138mm, breadth 102mm, height of 75mm with concealed fitting

arrangements, weighing not less than 106 gms.

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.

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. 17.73.2 8 each 717.40 5,739.21

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

1.37 x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 12.22 2 each 301.81 603.61

cement : 3 coarse sand) and a coat of neat cement, rounding

the edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A, including jointing

1.38 with seal ring conforming to IS : 5382, leaving 10 mm gap for 12.41 35 metre 381.90 13,366.45

thermal expansion,

(i) Single socketed pipes.

Digitally signed by JAYA

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

1.39 conforming to IS : 13592 Type A, including jointing with seal ring 12.42 -

conforming to IS : 5382, leaving 10 mm gap for thermal

Coupler 12.42.1 -

Single tee with door 12.42.3 -

Shoe (Plain) 12.42.6 -

Providing and fixing unplasticised -PVC pipe clips of approved

design to unplasticised - PVC rain water pipes by means of

50x50x50 mm hard wood plugs, screwed with M.S. screws of

required length, including cutting brick work and fixing in cement

mortar 1:4 (1 cement : 4 coarse sand) and making good the wall

Supplying and fixing of HDPE pipe (PE grade 63 - PN-8 )

confirming to IS 14333-1996 chemical waste pipes jointed with

rubber ring with good quality lubricant with fittings inclussive of

all necessary specials like bends, tees, offsets,junctions etc

laid under floor/under ceiling/on walls with suitable clamps and

specials curing, necessary chasing, jointing and restoring to

original conditions, testing etc. including all other incidental

charges etc. complete for successful completion of work as

per specifications, and as directed by Engineer -in- Charge.

110 mm outer dia a) 29 metre 1,543.00 44,747.00

50 mm outer dia b) 23 metre 558.00 12,834.00

Providing & fixing in position upvc P"or S" trap of self cleaning

design of following sizes for the embedded areas Making

proper connection with chemical sealent joint , cutting chase /

1.42 hole in floors /slabs and bringing the same in proper condition in NSI-10 8 each 627.00

cement concrete 1:2:4 mix complete as required. including cost

of cutting and making good the walls and floors wherever

required. 5,016.00

Sub Head – II Water Supply

Providing and fixing G.I. pipes complete with G.I. fittings and

clamps, i/c cutting and making good the walls etc.

Internal work – Exposed on wall.

20 mm nominal outer dia Pipes 18.10.2 50 metre 442.51 22,125.63

25 mm nominal outer dia Pipes 18.10.3 35 metre 558.28 19,539.67

32 mm nominal outer dia Pipes 18.10.4 45 metre 674.95 30,372.78

40 mm nominal outer dia Pipes 18.10.5 28 metre 821.58 23,004.18

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, i/c fixing the

pipe with clamps at 1.00 m spacing.This includes jointing of

2.2 pipes & fittings with one step CPVC solvent cement and the 18.8

cost of cutting chases and making good the same including

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

Concealed including cutting chases and making good the wall

15 mm nominal outer dia Pipes 18.8.2 65 metre 544.01 35,360.53

20 mm nominal outer dia Pipes 18.8.3 65 metre 634.73 41,257.24

25 mm nominal outer dia Pipes 18.8.4 45 metre 748.11 33,665.06

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

approved quality (screwed end) :

20 mm dia. nominal bore 18.17.1A 5 each 546.39 2,731.93

25 mm dia. nominal bore 18.17.1 2 each 629.82 1,259.64

32 mm dia. nominal bore 18.17.2 2 each 697.82 1,395.64

40 mm dia. nominal bore 18.17.3 1 each 835.95 835.95

50 mm dia. nominal bore 18.17.4 each 1038.89 -

Providing and fixing ball valve (brass) of approved quality, High

or low pressure, with plastic floats complete :

25 mm nominal bore 18.18.3 8 each 469.58 3,756.65

Providing and fixing hand held ablution fitting (health faucet) with

2.5 1.2 meter long flexible tube and wall hook, all complete NSI-13 13 each 2,373.00

approved engineer-in-charge 30,849.00

Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall

2.6 flange and suitable length CP brass extension pipe all of NSI-14 13 each 2,654.00

approved engineer-in-charge 34,502.00

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

water storage tank, IS : 12701 marked, with cover and suitable

2.7 locking arrangement and making necessary holes for inlet, outlet 18.48 7540 per litre 11.44 86,257.60

and overflow pipes but without fittings and the base support for

Providing and fixing C.P. brass long nose bib cock of approved

2.8 quality conforming to IS standards and weighing not less than 18.51 -

15 mm nominal bore 18.51.1 15 each 806.45 12,096.74

Providing and fixing C.P. brass stop cock (concealed) of

2.9 standard design and of approved make conforming to IS:8931. 18.52 -

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

2.10 geyser points of approved quality conforming to IS:8931 18.53 -

15mm nominal bore 18.53.1 15 each 581.15 8,717.18

Providing and fixing uplasticised PVC connection pipe with

45 cm length 18.21.2 -

15 mm nominal bore 18.21.2.1 15 each 98.92 1,483.73

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

Digitally signed by JAYA

Providing and fixing CP Brass Single lever telephonic wall mixer

2.13 of quality & make as approved by Engineer in charge. 17.22B -

(a) 15 mm nominal dia each 7023.48 -

Providing , Fixing, testing and commissioning of CP Brass 150

mm x 150 mm Shower head with wall flange with all

accessories as required and making good the walls wherever

required. 39,000.00

Supply ,Erection , Testing & Commissioning of Automatic water

level control panel & related accessories for pumping

automation with consisting of automatic water level controller ,

level sensor with stainless steel probe, motorized butterfly

valve, motorized valve controller with complete in all respect.

upto 50 mm dia. nominal bore a 1 each 26,947.00 26,947.00

SUBHEAD – III Drainage

Supply and fixing HDPE double wall corrugated ( DWC ) I.S

16098 ( Part - 2 ) 3013 for soil / waste pipe under ground

drainage system with jointed with rubber ring with good quality

3.1 lubricant for fittings, inclusive of all necessary specials like NSI-17

bends, tees, offsets, junctions, re excavtion and refillig etc

150 mm diameter a 29 metre 1,024.00 29,696.00

200 mm diameter b 12 metre 1,298.00 15,576.00

Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water

3.2 tight C.I. cover with frame of 300 x300 mm size (inside) the 19.4

weight of cover to be not lessthan 4.50 kg and frame to be not

less than 2.70 kg as per standard design :

180x150 mm size P type 19.4.3

With fly ash bricks (non modular) bricks of class designation 7.5

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 :

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

cement :4 coarse sand) with RCC top slab with 1:2:4 mix ( 1

cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size

) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8

stone aggregate 40 mm nominal size ) inside plastering 12 mm

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

with a floating coat of neat cement, foundation cocreate 1:3:6

mix (1 cement :3 coarse sand : 6 graded stone aggregate 40

mm norminal size),and making necessary channel in cement

concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone

aggregate 20 mm norminal size) finished with a floating coat of

neat cement complete as per standard design .

inside size 90x80 cms and 45 cms deep including CI cover with

frame ( light duty ) 455x610 mm internal dimensions total weight

of cover & frame to be not less than 38 kg (weight of cover 23

kg & weight of frame 15 kg )

with common brunt clay FPS ( non modular ) bricks of class

designation 7.5

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

esides necessary and adequate anchoring projections on tail

3.5 length on 138 mm as per standard drawing and suitable to with 19.16 7 Each 560.30 3,922.10

stand the bend test and chemical resistance test as per

pecifications and having manufacture’s permanent identification

mark to be visible even after fixing,including fixing in manholes

with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3

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

complete as per design.

Constructing brick masonry road gully chamber 50x45x60 cm

with bricks in cement mortar 1:4 (1 cement : 4 coarse sand)

including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design :

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

designation 7.5

SUB HEAD - I: CIRCUIT CUM POINT WIRING

SWITCH CONTROL LIGHT POINTS

Wiring for light point/ fan point/ exhaust fan point/ call bell point

with 1.5 sq.mm FRLS PVC insulated copper conductor single

core cable in surface / recessed medium class PVC conduit,

1 with modular switch, modular plate, suitable GI box and earthing DSR 1.10

the point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable etc. as required.

Digitally signed by JAYA

Wiring for group controlled (looped) light point/fan

point/exhaust fan point/ call bell point ( without Independent

switch etc.) with 1.5 sq. mm FRLS PVC insulated copper

2 conductor single core cable in surface/ recessed PVC DSR-1.55 -

conduit, and earthing the point with 1.5 sq. mm FRLS PVC

insulated copper conductor single core cable etc as required.

(Switch Control Secondary Points)

Wiring for light point/ fan point/ exhaust fan point/ call bell

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed steel conduit, with

3 modular switch, modular plate, suitable GI box and earthing DSR-1.3 -

the point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required. (Switch

Control Primary Points)

Wiring for group controlled (looped) light point/fan

point/exhaust fan point/ call bell point (without Independent

switch etc.) with 1.5 sq. mm FRLS PVC insulated copper

4 conductor single core cable in surface/ recessed steel DSR-1.54 -

conduit, and earthing the point with 1.5 sq. mm FRLS PVC

insulated copper conductor single core cable etc as required.

(Switch Control Secondary Points)

MCB CONTROL LIGHT POINTS -

Wiring for light point/ fan point/ exhaust fan point/ call bell

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed steel conduit, with

5 modular switch, modular plate, suitable GI box and earthing NSI-1 -

the point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required. (Switch

Control Primary Points)

5.1 Primary point controlled by one MCB. NSI-1.1 8 Point 1,523.13 12,185.01

Same as item above but Secondary point. i.e. Points to be

5.2 looped with Primary point with 2.5 sqmm wire and Point wiring NSI-1.2 8 Point 1,354.89

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

6 recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC DSR 1.5 203 Metre 433.00 87,899.00

insulated copper conductor single core cable for loop earthing

Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor, single

core cable in surface/ recessed steel conduit as required.

7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire DSR 1.7.1 52 Metre 327.00 17,004.00

7.3 2 X 6 sq. mm + 1 X 6 sq. mm earth wire DSR 1.7.4 145 Metre 589.00 85,405.00

7.4 2 x 10 sq. mm + 1 x 10 sq.mm earth wire DSR 1.7.5 29 Metre 710.00 20,590.00

7.5 4 X 10 sq. mm + 2 X 6 sq. mm earth wire DSR 1.7.10 38 Metre 1,166.00 44,308.00

7.6 4 X 16 sq. mm + 2 X 6 sq. mm earth wire DSR 1.7.11 6 Metre 1,645.00 9,870.00

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess including providing and

fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular

switch, connection etc. as required.

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and

9 fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A DSR 1.32 53 Each 586.00 31,058.00

modular switch, connections etc. as required.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing

10 junction box/ wooden block including connections etc. as DSR-1.33 23 Each 87.00 2,001.00

Supplying & fixing suitable size GI box wih modular plate and

cover in front on surface or in recess i/c providing and fixing 25

11 amp modular socket outlet and 25 Amps modular SP MCB, “C” DSR-1.57 38 Each 727.00 27,626.00

curve including connection, painting etc. as required. (AC's &

Supplying and fixing following modular switch/ socket on the

12 existing modular plate & switch box including connections but DSR 1.24 -

excluding modular plate etc. as required.

Telephone socket outlet DSR 1.24.6 8 Nos 148.00 1,184.00

SUBHEAD -II - FITTINGS & FIXTURES

Supply, Installation, Testing and Commissioning of 10 W Bulk

head Light. 9,265.56

Supply, Installation, Testing and Commissioning of 5W Mirror

Light. 6,681.90

Supply, Installation, Testing and Commissioning of 18W

Surface/Recessed Mounted LED circular Downlighter. 22,050.25

Supply, Installation, Testing and Commissioning of 18/20W

Wall/Surface mouted 4 ft. LED 40,091.37

Digitally signed by JAYA

Supply, Installation, Testing and Commissioning of 15W

Surface mounted LED Square Downlighter. 20,713.88

Supply, Installation, Testing and Commissioning of 12/9W

Recessed mounted LED circular Downlighter. 3,207.31

Supply, Installation, Testing and Commissioning of 9W

(Nominal) Wall Bracket Light 3,340.95

Supply, Installation, Testing and Commissioning of 1200 mm

sweep, BEE 5 star rated, ceiling fan with Brush Less Direct

Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30

cm long down rod, 2nos. canopies, shackle kit, safety rope,

copper winding, Power Factor not less than 0.9, Service Value

(CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min ,

350 RPM (tolerance as per IS : 374-2019),THD less than 10%,

remote or electronic regulator unit for speed control and all

remaining accessories including safety pin, nut bolts, washers,

temperature rise=75 degree C (max.), insulation resistance

more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase

AC Supply, earthing etc. complete as required.

Supply Installation, Testing and Commissioning of 250 mm dia

Domestic Exhaust Fan 33,906.16

SUBHEAD - III - DISTRIBUTION BOARDS

Supplying and fixing following way, single pole and neutral,

sheet steel, MCB distribution board, 240 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar,

din bar, interconnections, powder painted including earthing etc.

as required. (But without MCB/RCCB/Isolator)

1.1 6 way, Double door DSR 2.3.1 2 Each 2,206.00 4,412.00

1.2 8 way, Double door DSR 2.3.2 3 Each 2,573.00 7,719.00

1.3 12 way, Double door DSR 2.3.3 2 Each 2,315.00 4,630.00

Supplying and fixing following way, three pole and neutral, sheet

steel, MCB distribution board, 415 volts, on surface/ recess

complete with tinned copper busbar, neutral busbar, earth bar,

2 din bar, detachable gland plate, interconnections, phosphatized DSR 2.4 -

and powder painted including earthing etc. as required. (But

without MCB/ RCCB/ Isolator)

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

curve, miniature circuit breaker suitable for inductive load of

3 following poles in the existing MCB DB complete with DSR 2.10

connections, testing and commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in

4 the existing MCB DB complete with connections, testing and DSR 2.13

commissioning etc. as required.

Supplying and fixing following rating, double pole, (single phase

and neutral), 240 V, residual current circuit breaker (RCCB),

5 having a sensitivity current 30 mA in the existing MCB DB DSR 2.14

complete with connections, testing and commissioning etc. as

Supplying and fixing single pole blanking plate in the existing

MCB DB complete etc. as required.

VI SUB HEAD-IV , LIGHTNING CONDUCTOR

LIGHTNING CONDUCTOR

1 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

2 Fixing of lightning conductor finial (single prong) with base plate

including holes etc. complete as required.

3 Jointing copper / G.I. tape (with another copper/ G I tape, base

of the finial or any other metallic object) by riveting / nut bolting/ 6.4 6 Metre 113.00 678.00

sweating and soldering etc as required.

4 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 6.7 87 Metre 126.00 10,962.00

horizontal run)

5 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 6.8 35 Metre 197.00 6,895.00

6 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or

surface of wall for lightning conductor complete as required.(For 6.10 18 Metre 162.00 2,916.00

7 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.

Digitally signed by JAYA

8 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of 2.7 5.4 10 Each 7,472.00 74,720.00

metre long etc. with charcoal/ coke and salt as required. Details

of cost for one Set

9 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.

pipe from earth electrode including connection with G.I. nut,

bolt, spring, washer excavation and re-filling etc. as required.

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

PATHWAYS 2.00 MT. WIDE

AMOUNT On AMOUNT OF

Sl. DSR- RATE

DESCRIPTION OF ITEM QTY UNIT DSR M.R ITEM ( In

1. Earth work in excavation by mechanical

means (Hydraulic excavator) / manual means

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 soil. 2.8.1 9.52 Cum 263.40 2507.59

2 Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering. All work upto

1:5:10 (1 cement : 5 course bound: 10 graded

stone aggregate 40mm nominal size) 4.1.10 1.82 Cum 6596.30 12005.27

3 Providing and laying 60mm thick faciory made

cement concrete interlocking paver block of M

-30 grade made by block making machine

with strong vibratory compaction, of approved

size, design & shape, laid in required colour

and pattern over and including 50mm thick 16.68 20.00 Sqm 983.59 19671.72

compacted bed of coarse sand, filling the

joints with line sand

etc. all complete as per the direction of

Engineer-in-charge.

4 Providing and laying at or near ground level

factory made kerb stone of M-25 grade

cement concrete in position to the required

line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand),

ncluding making joints with or without grooves

(thickness of joints except at sharp curve shall

not to more than 5mm), including making 16.69 1.35 Cum 10238.20 13821.57

drainage opening wherever required complete

etc. as per direction of Engineer-in-charge

(length of finished kerb edging shall be

measured for payment). (Precast C.C. kerb

stone shall be approved by Engineer-in-

5 Painting with synthetic enamel paint of

approved brand and manufacture of required

colour to give an even shade :

Digitally signed by JAYA

Two or more coats on new work over an

under coat of suitable shade with ordinary 13.62.1 3.00 Sqm 228.95 686.84

paint of approved brand and manufacture

6 Excavating, supplying and filling of local earth

(including royalty) by mechanical transport up

to a lead of 5 km, also including ramming and

watering of the earth in layers not exceeding 2.25a 3.90 Cum 708.85 2764.51

20 cm in trenches, plinth, sides of foundation

etc., complete.

7 Filling available excavated earth (excluding

rock) in trenches, plinth, sides of oundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by 2.25 3.99 Cum 198.34 791.36

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

8 Centering and shuttering including strutting,

propping etc. and removal of form for all

a Foundations, footings, bases of columns, etc.

for mass concrete.

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

ABSTRACT OF COST

EXTERNAL WATER SUPPLY

AMOUNT DSR ITEM AMOUNT (M.R

S.NO DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT RATES ( In Rs.)

( In Rs.) ITEM) ( In Rs.)

EXTERNAL WATER SUPPLY PIPES AND FITTINGS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 18.9

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.

25 mm dia nominal bore 18.9.3 15.00 metre 359.64 5394.55

32 mm dia nominal bore 18.9.4 15.00 metre 443.83 6657.42

40 mm dia nominal bore 18.9.5 15.00 metre 569.76 8546.42

50 mm dia nominal bore 18.9.6 14.00 metre 803.72 11252.04

2 Providing and fixing C.I. double acting air valve of 18.59

approved quality with bolts, nuts, rubber insertions etc.

complete (The tail pieces, tapers etc if required will be paid

3 Providing and fixing gun metal gate valve with C.I. wheel of 18.17

approved quality (screwed end) :

20 mm nominal bore 18.17.1A 0.00 Each 546.39

25 mm nominal bore 18.17.1 4.00 Each 629.82 2519.28

32 mm nominal bore 18.17.2 4.00 Each 697.82 2791.28

40 mm nominal bore 18.17.3 4.00 Each 835.95 3343.79

65 mm nominal bore 18.17.5 0.00 Each 1762.92

80 mm nominal bore 18.17.6 0.00 Each 2635.60

4 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20 mm nominal 7972.41

size derived from natural sources) 4.1.3 1.00 Cum 7972.41

5 Providing and fixing G.I. Union in GI pipe including cutting 18.46

and threading the pipe and making long screws etc.

complete(New work)

25 mm nominal bore 18.46.3 4.00 Each 444.49 1777.94

32 mm nominal bore 18.46.4 4.00 Each 494.88 1979.52

40 mm nominal bore 18.46.5 4.00 Each 638.83 2555.30

50 mm nominal bore 18.46.6 4.00 Each 833.62 3334.48

6 Providing and fixing in position pre-cast R.C.C. manhole 19.19

cover and frame of required shape and approved quality

Rectangular shape 600*450 mm internal dimensions 19.19.1.1 6.00 Each 1454.79 8728.72

7 Constructing masonry gate valve Chamber 30x30x50 cm 18.32

inside, in brick work in cement mortar 1:4 (1 cement :4

coarse sand) for stop cock, with C. I. surface box 100x100

x75 mm (inside) with hinged cover fixed in cement concrete

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), i/c necessary excavation,

foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10

graded stone aggregate 40mm nominal size ) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand)

12mm thick, finished with a floating coat of neat cement

complete as per standard design :

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

designation 7.5 4.00

Digitally signed by JAYA

8 Constructing masonry Chamber 60x45x50 cm inside, in 18.33

brick work in cement mortar 1:4 (1 cement : 4 coarse sand)

for water meter complete with C.I. double flap surface box

400x200x200 mm (inside) with locking arrangement and

RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) , i/c necessary

excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine

sand:10 graded stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design :

with common burnt clay F.P.S.(non module) brick of class

designation 7.5 2.00

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

ABSTRACT OF COST

EXTERNAL SEWAGE SYSTEM

AMOUNT DSR AMOUNT (M.R

S.NO DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT RATES ( In Rs.)

ITEM ( In Rs.) ITEM) ( In Rs.)

EXTERNAL SEWERAGE SYSTEM

Excavating trenches by mechinical / manual means of

required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,

ramming of bottoms, for all depth,

including getting out the excavated soil, and then returning

the soil as required, in layers

1 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 :

All kinds of soil 2.10.1

pipes, cables etc. exceeding 80 mm dia. but not exceeding

Providing and laying cement concrete 1 : 5 : 10 (1

cement : 5 coarse sand : 10 gradded stone aggregate 40

mm nominal size) alround S.W. Pipes including bed

concrete as per standard design.

200 mm diameter HDPE Pipe 19.2.2 4.50 Cum 1193.91 5372.61

Constructing brick masonry manhole in cement mortar 1 :

4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4

mix (1 cement : 2 coarse sand : 4 grade stone aggregate

20mm nominal size); foundation concrete 1:4:8 mix (1

cement : 4 coarse sand : 8 graded stone aggregate 40 mm

nominal size) inside plastering 12 mm thick with cement

3 mortar 1:3 (1cement 3 coarse sand ) finished with a floating 19.70

coat of neat cement and making channels in cement

concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone

aggregate 20 mm nominal size) finishd with a floating coat of

neat cement complete as per standard design

Inside size 90 x 80 cm & 45 cm deep including CI cover

with frame (light duty) 455 x 610mm internal dimensions,

total weight of cover & frame to be not less than 38 kg 19.7.1

(weight of cover 23 kg and weight of frame 15 kg)

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

classic designation 7.5

4 Extra for depth for manholes: 19.80

size 90 X 80 cm 19.8.1

With common burnt clay F.P.S. (non modular) bricks of class 3.10

designation 7.5 19.8.1.1 metre 8930.60 27684.86

Constructing Brick Masonry circular type manhole 0.91 m

internal dia at bottom and 0.56m dia at top with FPS bricks

class designation 75 in cement mortar 1:4 (1 cement : 4

Coarse sand), inside cement plaster 12mm thick with cement

mortar 1:3 ( 1 cement : 3 coarse sand) finished with a

floating coat of of neat cement, foundation concrete 1:3:6

mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate

40mm nominal size) and making necessary channel in

Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4

Graded Stone Aggregate 20mm nominal size) finished with a

floating coat of neat cement complete as per standard

0.91m deep with SFRC cover and frame (heavy duty HD-20

grade designation) 560mm internal diameter conforming to

I.S:12592, total weight of cover and frame to be not less than

182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2

coarse sand: 4 graded stone aggregate 20mm nominal size) 19.9.1

including centering, shuttering all complete.(Excavation foot

rests and 12mm thick cement plaster at the external surface

shall be paid for separately)

with common burnt clay F.P.S.(non module) brick of class 2.00

designation 7.5

Extra depth for circuler type manholes 0.91 m internal dia ( at

bottom ) beyond 0.91m to 1.67 m .

Digitally signed by JAYA

with common burnt clay F.P.S.(non module) brick of class 2.00

designation 7.5

Providing and fixing square mouth S. W. Gully trap class

SP-1 complete with C.I. grating brick masonry chamber

150 mm. sizecover with frame of 300 x 300 mm size

With common burnt clay F.P.S. (non modular) bricks of class 10.00

designation 7.5 19.4.3.1 each 2835.55 28355.52

Providing M.S. foot rests including fixing in manholes with

20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal

size) as per standard design :

With 20x20 mm square bar 19.15.1 18.00 each 551.19 9921.47

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

ABSTRACT OF COST

AMOUNT DSR AMOUNT (M.R

S.NO DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT RATES ( In Rs.)

ITEM ( In Rs.) ITEM) ( In Rs.)

A APPRON DRAIN (250 X300MM)-84 Rmt

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 soil. 2.8.1 16.80 cum 263.40 4425.17

2 Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20cm in depth:

consolidating each deposited layer by ramming

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

Qty. = 25% of them no 1

3 Providing and laying in position cement concrete

of specified grade excluding the cost of centering

and shttering - All work up to plinth level

1:5:10 (1 cement : 5 coarse sand (zone-III): 10

graded stone aggregate 40 mm nominal size). 29366.74

4 Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate) finished

with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of

steps etc. complete

40 mm thick with 20 mm nominal size stone

Centering and shuttering including strutting,

propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for

mass concrete 5.9.1 16.80 Sqm 396.82

6 Brick work with F.P.S. bricks of class designation

75 in foundation and plinth in :

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2

7 12 mm cement plaster finished with a floating

coat of neat cement of mix : 13.7

B COVERED BRICK DRAIN-10 MTR

Earth work in excavation by mechanical means

(Hydraulic excavator)/ manual means over areas

1 (exceeding 30 cm in depth, 1.5 m in width as well 2.6

as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and

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

All kinds of soil 2.6.1 9.2 Cum 179.6158 1652.47

Providing and laying in position cement concrete

of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources) 4.1.8 1 Cum 6893.20 6893.20

Digitally signed by JAYA

Brick work with common burnt clay F.P.S. (non

3 modular) bricks of class designation 7.5 in 6.1

foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 2.1 CUM 7217.27 15156.26

4 12 mm cement plaster of mix : 13.1

Providing and laying in position specified grade of

5 reinforced cement concrete, excluding the cost of 5.1

centering, shuttering, finishing and reinforcement -

All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-

Centering and shuttering including strutting,

propping etc. and removal of form for

Foundations, footings, bases of columns, etc. for

mass concrete sqm 396.824428

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 and for all lift.

GRAND TOTAL (A+B) 1,76,782.86 -

GRAND TOTAL (A+B) 1,76,782.86 -

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

ABSTRACT OF COST

SEPTIC TANK 1 Nos (50 USER'S)

Sl. Description of Item DSR-2023 QTY Unit Rate

AMOUNT DSR AMOUNT (M.R

ITEM ( In Rs.) ITEM) ( In Rs.)

Size of Tank = 4.45 X 2.70 X 1.70 Mtr

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 soil. 2.8.1 44 CUM 263.40 11,589.72

2.0 Extra for every additional lift of 1.5 m or part thereof

in excavation /

banking excavated or stacked materials.

All kinds of soil 2.26.1 10.5 CUM 128.31 1,342.14

Supplying and filling in plinth with sand under

floors, including watering, ramming,

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8

3.1 graded stone 14,958.24

aggregate 40 mm nominal size) 4.1 2.17 CUM 6893.20

Providing and laying in position machine batched

and machine mixed design mix M-25 grade cement

concrete for reinforced cement concrete work,

using cement content as per approved design mix,

including pumping of concrete to site of laying but

4.0 excluding the cost of centering, shuttering, finishing -

and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to

accelerate, retard setting

of concrete, improve workability without impairing

strength and durability as per direction of

(Note :- Cement content considered in this item is

@ 330 kg/cum. Excess/less cementused as per

design mix is payable/recoverable separately). -

All works upto plinth level 5.33.1 8.56 CUM 9618.05 82,330.48

Lintels, beams, plinth beams, girders, bressumers

and cantilevers

Suspended floors, roofs, landings, balconies and

access platform

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing inposition

7.0 and binding all complete upto plinth level.

Thermo-Mechanically Treated bars TMTC-500-

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

8.0 not exceeding 20cm in depth, consolidating each

deposited layer by ramming

and watering, lead up to 50 m and lift upto 1.5 m. 2.25 142.56 SQM 198.34 28,274.83

Digitally signed by JAYA

Brick work with common burnt clay F.P.S. (non

9.0 modular) bricks of class designation 7.5 in -

foundation and plinth in: 6.1

Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with non modular fly ash bricks

of class designation 10, conformingio IS

:12894, in super structure above plinth and upto

floor V level. 6.45

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

11.0 12 mm cement plaster of mix : 13.4 -

12.0 Neat cement punning 13.18 33.520 SQM 80.90 2,711.87

Supplying and fixing C.I. cover without frame for

manholes : 560 mm diameter C.I. cover (heavy

duty) the weight of the cover to be not less than

Making soak pit 2.5 m diameter 3.0 m deep with

45x45 cm dry brick honey comb shaft with bricks

and S.W. drain pipe 100 mm diameter and 1.20 m

14.0 long complete as per standard -

with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Digitally signed by JAYA

CONSTRUCTION OF ADDITIONAL STAFF QUARTER AT JNV : GANJAM (ODISHA)

ABSTRACT OF COST

EXTERNAL ELECTRIFICATION WORKS

Sl. Description of Item DSR-2022 QTY Unit Rate AMOUNT DSR ITEM ( AMOUNT (M.R ITEM) ( In

Feeder pillar Panel for outdoor location and fabricated with 1.6 mm thick

GI Sheet,dust removing proof

1 Feeder Pillar-01 NS 1 Each 132238.76 132238.76

2 L.T. CABLES:

Supply of 1.1 KV grade PVC insulated PVC sheathed PVC aluminium conductor

armoured cable conforming to IS:1554 Part-I of the following sizes (Shop

drawing of cable layout to be got aproved by the Engineer-In-Charge prior to

4 2 X 10 Sqmm (For DG Suply and street light) NS 100.00 Metre 250.00 25000.00

5 3.5C X 95 Sqmm (AL XLPE) (from F.P to Dorm) NS 56.00 Metre 681.99 38191.37

6 3.5C X 150 Sqmm (AL XLPE) (From main LT panel to F.P) NS 40.00 Metre 1000.00 40000.00

7 SDB Building Panel NS

11 EXTERNAL LIGHTING WORK

Supplying,installation,testing and commissioning of 7.5 meter Height

hot dip galvanised continously tapered (bolt fixing type) octagonal Pole

including 90 watt LED Fixture, colour cool white , integral driver,

protection IP 65, CLASS I with top 70 mm dia and bottom 130 mm dia

made of 3 mm thick H T sheet Steel conforming to grade S 355 complete

with G I base plate of size 220 mm (L) X 220 mm (B) X 16 mm thickness

welded at bottom of pole complete with 4 Nos 20 mm dia 750 mm long

foundation bolts confroming to EN 8 grade, inbuilt / Vandal

resistance, weathproof electrical junction box having terminal block, NS 3 Each 17530.00 52590.00

MCB etc mounted on bakelite sheet for looping in /looping out of cables,

with flush door having locking arrangement, earthing arrangement

(at atleast 0.5 m height) and mounted on RCC foundation of size 450

mm x 450 mm x 1000 mm in ground and 200 mm above ground level

with foundation bolt duly embeded before casting and supply and

embedding of suitable size HDPE pipe sleeve for cable entry. complete

including erection of Pole complete in all respect as required.

13 LIGHTING FIXTURE

Supply, Installation, testing and commissioning of 1000mm long

Single arm bracket of approved design and shape made up of MS

metal with hot dip galvanised suitable for pole top of 70mm dia

15 complete with fixing arrangement as required 4 Each 1670.00 6680.00

Digitally signed by JAYA