Construction of Phase-B (Bal.) work at Jawahar Navodaya Vidyalaya (JNV) in the districts of Jharsuguda, Rayagada in Odisha

O Schedule Amount Non Schedule Amount

Construction of Phase-B (bal.) Work at at JNV's

Jharsuguda, Raygada in the state of Odisha.

TOTAL(A) 890.80

SUB-TOTAL 890.80

B DEVELOPMENT WORKS

PATHWAYS 9.73

CC ROAD 8.35

EXTERNAL WATER SUPPLY SYSTEM 13.76

EXTERNAL SEWERAGE SYSTEM 15.21

APRON DRAIN - 19.55

SEPTIC TANK 18.56

HUME PIPE 8.31

RAIN WATER HARVESTING 17.36

EXTERNAL ELECTRIFICATION WORKS 18.00

SUB-TOTAL(C) 128.83

GRAND TOTAL 1019.63

GRAND TOTAL 1019.63

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST OF PACKAGE-3 (JHARSUGUDA, RAYAGADA)

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

2023 DSR ITEM [M.R. ITEM]

A Earth Work

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, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m. All kinds of soil.

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 upto 50 m and lift upto 1.5 m.

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

watering, ramming,consolidating and dressing complete.

4 Excavating, supplying, stacking and filling of local earth

(including royalty)

by mechanical transport upto a lead of 5km also including

ramming

and watering of the earth in layers not exceeding 20 cm in

foundation

trenches, plinth, sides of foundation etc. complete for all lift.

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

(zoneIII)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 1.7kg 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. 4.13 228.91 SQM 146.15 33,455.04

8 Making plinth protection 50mm thick of cement concrete 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) 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

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

class designation 7.5 16.7.1 889.57 RM 194.30 1,72,842.60

C Reinforced Cement Concrete

10 Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

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

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

platform. 5.9.3 2460.77 SQM 927.25 22,81,750.09

(c) Lintels, beams, plinth beams, girders, bressumers 5.9.5 2583.07 SQM 736.40 19,02,171.22

(d) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 1833.82 SQM 961.30 17,62,846.38

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

11 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-500D or more. 5.22.6 522.25 QTL. 10785.00 56,32,482.71

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

cutting, bending, placing in position and binding all complete

above plinth level. Thermo-Mechanically Treated bars of grade

Fe-500 D or more. 5.22.A.6 856.65 QTL. 10785.00 92,38,970.25

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

moulding to R.C.C. projections. 5.30 1453.15 RM 78.40 1,13,926.80

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

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; 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.

(I) All works upto plinth level 5.33.1

Concrete of M25 grade with minimum cement

content of 330 kg /cum 5.33.1.1

(i) R.C.C. work in Footing 5.33.1.1 287.73 CUM 9504.75 27,34,762.09

(ii) R.C.C. work in Beam 5.33.1.1 63.80 CUM 9504.75 6,06,381.87

(iii) R.C.C. work in Columns 5.33.1.1 42.39 CUM 9504.75 4,02,911.54

(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 5.33.2.1

(i) R.C.C. work in Lintel 5.33.2.1 110.25 CUM 9860.40 10,87,109.10

(ii) R.C.C. work in Beam 5.33.2.1 108.56 CUM 9860.40 10,70,445.02

(iii) R.C.C. work in Columns 5.33.2.1 121.77 CUM 9860.40 12,00,669.78

(iv) R.C.C. work in Slab 5.33.2.1 652.56 CUM 9860.40 64,34,502.62

D Masonry Work

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

bricks of class designation 7.5 in superstructure above plinth

level up to floor V level.Cement mortar 1:4 (1 cement :4

coarse sand) 6.13.2 492.15 SQM 1123.80 5,53,082.93

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

bars at every third course of half brick masonry. 6.15 492.15 SQM 104.80 51,577.76

17 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 : : Cement mortar 1:6 (1

cement : 6 coarse sand) 6.4.2 337.64 CUM 9105.95 30,74,539.32

18 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive strength in

foundation and plinth in : Cement mortar 1:6 (1 cement : 6

coarse sand) 6.1.2 123.99 CUM 7132.25 8,84,344.42

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),

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

levels.

Granite stone slab colour black, Cherry/Ruby red 8.2.2

19 Area of slab upto 0.50 sqm 8.2.2.1 27.77 SQM 5413.50 1,50,310.20

20 Area of slab over 0.50 sqm 8.2.2.2 13.67 SQM 5136.30 70,218.11

21 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-in-

Charge. 8.3

Granite work 8.3.2 29.14 RM 510.95 14,890.87

22 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. 8.4 29.14 RM 568.55 16,569.54

23 Extra for providing opening of required size & shape for wash

basins/ kitchen sink in kitchen platform, vanity counters 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.

24 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.

F Wood and PVC Work

25 Providing and fixing ISI marked flush door shutters conforming to

IS : 2202 (Part I) non-decorative type, core of block board

construction with frame of 1st class hard wood and well matched

commercial 3 ply veneering with vertical grains or cross bands

and face veneers on both faces of shutters:35 mm thick including

ISI marked Stainless Steel butt hinges with necessary screws

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

26 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).

27 Extra for cutting rebate in flush door shutters (Total area of the

shutter to be measured). 9.26 103.54 SQM 106.70 11,047.60

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. 9.48.1 399.02 KG 219.10 87,424.64

29 Providing and fixing aluminium hanging floor door stopper ISI

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

per IS : 1868) transparent or dyed to required colour or shade

with necessary screws etc. complete. Twin rubber stopper

30 Providing and fixing factory made 30 mm thick door shutter made

of solid PVC foam profile. The styles & rails shall be of size 75

mm x 30 mm having wall thickness 5 mm. The styles, top &

bottom rails shall have one side wal thickness of 15 mm

integrally extruded on the hingeside of the profile for better screw

holding power. The styles and rails shall be reinforced with M.S.

tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all

four corners of reinforcement to be welded or sealed. Solid PVC

extruded bidding (push fit type) will be set inside the styles and

the rails with a cavity, to receive single piece extruded 5mm PVC

sheet as panel. The styles and rails will be mitred cut and joint

with the help of PVC solvent cement & self driven self tapping

screws. Single piece extruded solid PVC lock rail of size 100 mm

x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in

the middle of the lock rail & fixed with styles with the help of PVC

solvent cement & self driven self tapping screws of size 100mm

x 8 mm complete as per manufacturer's specifications and

direction of Engineer-in-charge.

Non decorative finish

31 Providing and fixing stainless steel (SS-304 grade) friction

hinges to the side/top hung uPVC windows, of approved quality,

with necessary stainless steel screws etc. as per direction of

Engineer-in-charge. 200 x 19 x 1.9

mm 9.148.1 317.93 SQM 381.30 1,21,226.36

32 Providing and fixing wire gauge shutters using stainless steel

grade 304 wire gauge with wire of dia 0.5 mm and average width

of aperture 1.4 mm in both directions for doors, windows and

clerestory windows with necessary screws : 30 mm thick shutters

With ISI marked stainless steel butt hinges of required size Kiln

seasoned and chemically treated hollock wood

33 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.With 12 mm mild steel U beading

34 Providing and fixing bright /matt finished Stainless Steel handles

of approved quality & make with necessary screws etc all

complete. (a) 125 mm. 9.165.1 593.00 NOS 119.20 70,685.60

35 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

and screws etc complete. (a) 250mm x 16mm .

M.R. 201.00 NOS 560.00 1,12,560.00

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

necessary screws etc. complete. 0.00

(i) 300 x 10mm M.R. 201.00 NOS 448.00 90,048.00

(ii) 150 x 10mm M.R. 201.00 NOS 392.00 78,792.00

G Steel Work

37 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)

38 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.

39 Providing & fixing glass panes with putty and glazing clips in

steel doors, windows, clerestory windows, all complete with : 4.0

mm thick glass panes. 10.30.1 85.56 SQM 1064.65 91,091.45

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

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, (Make: A2Z Infra Solutions / BWS

Windows / Reyners/Lilli Windows) MR 385.56 SQM 22278.00 85,89,505.68

41 Providing and fixing aluminium work for doors, windows,

ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other

sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size,

including necessary filling up the gaps at junctions, i.e. at

top, bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed

mechanically wherever required including cleat angle,

Aluminium snap beading for glazing / 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 21.1.1.2 374.84 KG 530.90 1,99,001.71

42 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall

be paid for separately) 21.1.2

Powder coated aluminium (minimum thickness of powder

coating 50 micron) 21.1.2.2 537.94 KG 634.45 3,41,293.51

43 Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the architectural

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

of aluminium snap beading shall be paid in basic item):

With float glass panes of 8 mm thickness (weight not

less than 20 kg/sqm) 21.3.3 37.94 SQM 1685.40 63,943.30

44 Providing and fixing double action hydraulic floor spring of

approved brand and manufacture conforming to IS :

6315, having brand logo embossed on the body / plate

with double spring mechanism and door weight upto 125

kg, for doors, including cost of cutting floors, embedding

in floors as required and making good the same matching

to the existing floor finishing and cover plates with brass

pivot and single piece M.S. sheet outer box with slide

plate etc. complete as per the direction of Engineer-in-

charge. 21.4

With stainless steel cover plate minimum 1.25 mm

thickness 21.4.1 21.00 Nos. 2823.85 59,300.85

45 Filling the gap in between aluminium frame & adjacent

RCC/ Brick/ Stone work by providing weather silicon

sealant over backer rod of approved quality as per

architectural drawings and direction of Engineer-in-charge

complete. 21.8

Upto 5mm depth and 5 mm width 21.8.1 68.14 RM 96.75 6,592.82

46 Providing and fixing anodised aluminium grill (anodised

transparent or dyed to required shade according to IS:

1868 with minimum anodic coating of grade AC 15) of

approved design/pattern, with approved standard section

and fixed to the existing window frame with C.P.

brass/stainless steel screws @ 200 mm centre to centre,

including cutting the grill to proper opening size for fixing

and operation of handles and fixing approved anodised

aluminium standard section around the opening, all

complete as per requirement and direction of Engineer-

incharge.(Only weight of grill to be measured for

payment).

H Flooring

47 Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed with

pigment to match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4

(1 cement: 4 coarse sand). Medium shade pigment using 50%

white cement 50% Grey cement

48 Kota stone slab flooring over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment to

match the shade of the slab, including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 coarse

sand) : 25 mm thick 11.26.1 1064.85 SQM 1948.25 20,74,595.02

49 Kota stone slabs 20 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm (average) thick cement mortar 1:3 (1

cement: 3 coarse sand) and jointed with grey cement slurry

mixed with pigment to match the shade of the slabs, including

rubbing and polishing complete.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

50 Providing and laying Vitrified tiles in floor in different sizes

(thickness to be specified by the manufacturer) with water

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

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

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

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

the joints with white cement and matching pigments etc. The tiles

must be cut with the zero chipping diamond cutter only . Laying

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

required thickness, leveling system and rubber mallet for placing

the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid

finish of size

Size of Tile 600 x 600 mm

51 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

52 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

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

white cement & matching pigments etc. complete. Size of Tile

53 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.

54 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

equivalent

55 Providing and laying 60mm thick faciory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size,

design & shape, laid in required colour and pattern over and

including 50mm thick compacted bed of coarse sand, filling the

joints with line sand etc. all complete as per the direction of

Engineer-in-charge.

55 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 8.2

white cement, mixed with matching pigment, epoxy touch

ups, including rubbing, curing, moulding and polishing of

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

Granite stone slab of colour black, Cherry/Ruby red Area

of slab over 0.50 sqm 127.17 5136.30 6,53,191.68

FALSE CEILING

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

56 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

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 sealed unit.

ROOFING

57 Providing & fixing at all heights, levels and locations Mill finish

Aluminium alloy roofing sheets of alloy IS designation 31500,

temper Hx8 conforming to IS 737 and dimensions as per IS code

2676 with characteristics of good formability and corrosion

resistance. The profile sheets shall be fixed to truss members in

slope or required pitch or curvature with Hex cap headed self

drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm

EPDM seal washer etc. all inclusive of labour, scaffolding, T&P

and sundries etc. complete as per directions of the Engineer-In-

Charge. (Cost of truss/frame work shall be paid separately).

0.56 mm, Aluminium troughed profile with center to center pitch

of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover

width 1000 mm.

Providing and fixing of Pre-coated colour or mill finish Aluminium

Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS

designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For

colour, coating shall be 5-7 microns epoxy primer on both sides

of the sheet and polyester top coat 15-18 microns, using self

drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick

EPDM seal and SS plain washer complete :

58 Precoated/mill finish aluminium Ridges plain (500- 600mm)

59 Precoated/mill finish aluminium Flashings/ Aprons (Upto 600

60 Precoated/mill finish aluminium Gutter (600 mm over all girth)

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

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

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

including welding and bolted with special shaped washers etc.

complete. 10.16.1 12303.86 KG 194.40 23,91,869.60

62 Painting top of roofs with bitumen of approved quality @

17kg per 10 sqm impregnated with a coat of coarse sand

at 60 cudm per 10 sqm, including cleaning the slab

surface with brushes and finally with a piece of cloth lightly

soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10

63 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 2460.77 SQM 241.75 5,94,891.44

I Finishing

64 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) 13.4.1+

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Rate for First layer 12mm thick cement plaster DSR item No. 13.4.1=Rs.

Rate for top layer 6mm thick cement plaster cement DSR item No. 13.4.1=Rs.

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

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

of plaster work in proportion recommended by the . 50kg

manufacturers. cement

used in

13.21 823.08 the mix 22.10 18,190.14

66 12mm cement plaster in single coat on fair side of single or half

brick wall for exterior plastering up to floor two level including

internal rounded angles chamfers, and/or rounded angles not

exceeding 80mm in girth and finished even and smooth no extra

for mixing any additive. 1:6 (1 cement: 6 coarse sand)

67 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)

68 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

69 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

additives.

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

sqm. Over and including priming coat of exterior primer

applied @ 0.90 litre/10 sqm. 13.48.A.1 3087.94 SQM 181.25 5,59,689.00

Steel Painting:Applying priming coat:

70 With ready mixed aluminium primer of approved brand and

manufacture on resinous wood and plywood

71 With ready mixed red oxide zink chromate primer of approved

brand and manufacture on steel galvanised iron/steel works.

72 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade: Two or more coats on new

work. 13.61.1 941.71 SQM 159.28 1,49,990.44

73 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. 13.80 2250.47 SQM 156.05 3,51,185.28

Water Proofing

Providing and laying APP (Atactic Polypropylene

Polymer) modified prefabricated five layer, 3 mm thick

water proofing membrane, black finished reinforced with

glass fibre matt consisting of a coat of bitumen primer

for bitumen membrane @ 0.40 litre/sqm by the

samemembrane manufactured of density at 25°C, 0.87 -

0.89 kg/litre and viscocity 70 - 160 cps. Over the primer

coat the layer of membrane shall be laid using butane

torch and sealing all joints etc., and preparing the surface 14.90.1 1149.04 SQM 537.45 6,17,551.93

complete. The vital physical and chemical parameters of

the membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 350/300

N/5 cm. Tear strength in longitudinal and transverse

direction as 60/80N. Softening point of membrane not

less than 150°C. Cold flexibility shall be upto -2°C when

tested in accordance with ASTM, D - 5147. The laying of

membrane shall be got done through the authorised

applicator of the manufacturer of membrane : 3 mm

TOTAL 7,28,69,998.23 88,70,905.68

Say in lacs 728.70 88.71

Sub Head – I Sanitary Installation

1.1 Providing and fixing water closet squatting pan (Indian

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

10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls

and floors wherever required:. 17.1

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

580x440 mm with integral type foot rests. 17.1.1 17.00 each 6767.4 1,15,045.80

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

100 mm dia 17.35.1 -

Hubless centrifugally cast (spun) iron pipes epoxy coated

inside & outside IS:15905 17.35.1.3 146.52 meter 1169.3 1,71,325.84

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

1.16 Providing and fixing bend of required degree with access

door, insertion rubber washer 3 mm thick, bolts and nuts

complete. 17.38 -

Hubless centrifugally cast (spun) iron epoxy coated inside

& outside I.S. 15905 17.38.1.3 33.00 each 567.2 18,717.60

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

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 17.39.1.3 33.00 each 368.0 12,144.00

1.18 Providing and fixing heel rest sanitary bend 17.40 -

100 mm dia 17.40.1 -

Sand cast iron S&S as per IS - 3989 17.40.1.2 33.00 each 548.7 18,107.10

1.19 Providing and fixing double equal plain junction of

required degree 17.42 -

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 17.42.1.3 33.00 each 760.7 25,103.10

1.20 Providing and fixing single equal plain junction of required

degree with access door, insertion rubber washer 3 mm

thick, bolts and nuts complete. 17.43 -

sand cast Iron S&S as per IS: 3989 17.43.1.2 33.00 each 925.7 30,548.10

1.21 Providing and fixing single equal plain junction of required

degree 17.44 -

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 17.44.1.3 33.00 each 581.5 19,187.85

1.22 Providing and fixing terminal guard: 17.56 -

Hubless centrifugally cast (spun) iron pipe epoxy inside &

outside IS: 15905 17.56.1.3 33.00 each 427.8 14,117.40

1.23 Providing and fixing shielded coupling for Hubless

centrifugally cast iron pipes 17.57A -

S S 304 grade coupling with EPDM rubber gasket 17.57A.1.1 75.00 each 432.1 32,403.75

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

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

100 mm 17.59.1 33.00 each 139.7 4,610.10

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

waste vent pipes and fittings with two coats of synthetic

enamel paint of any colour such as chocolate grey, or buff

etc. over a coat of primer (of approved quality) for new

100 mm diameter pipe 17.65.1 136.48 meter 82.8 11,300.93

1.26 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 75.00 each 362.9 27,213.75

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

G.I. fittings and clamps, i/c cutting and making good the

walls etc. 18.10 -

32 mm dia. nominal bore 18.10.4 136.48 metre 667.0 91,035.30

40 mm dia. nominal bore 18.10.5 136.48 metre 811.9 1,10,811.94

50 mm dia. nominal bore 18.10.6 136.48 metre 1048.4 1,43,083.75

1.28 Providing and fixing trap of self cleansing design with

screwed down or hinged grating with or without vent arm

complete, including cost of cutting and making good the

walls and floors : 17.60 -

100 mm inlet and 100 mm outlet 17.60.1 -

Hubless centrifugally cast (spun) iron epoxy

coated inside & outside as per IS:15905 17.60.1.3 33.00 each 854.6 28,200.15

1.29 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. 18.77 33.00 each 452.0 14,916.00

1.30 Providing & fixing in position GI 100x50 elbow floor drain

including cost of cutting and making good the walls and

floors wherever required. NSI-4 33.00 each 1541.0 50,853.00

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

without hole)for floor or Nahani trap. NSI-5 75.00 each 620.0 46,500.00

1.32 Providing and fixing soap dish holder from wall of

standard shape with fittings of approved quality with all

complete. Make Jaquar - ACN-1131N & Equivalent NSI-6 33.00 each 1159.0 38,247.00

1.34 Providing & fixing 600 mm towel rail long stanless steel

from wall face with concealed fittings arrangement of

approved quality with all complete. Make Jaquar - CAN-

1111SM NSI-8 33.00 each 2025.0 66,825.00

1.35 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. 18.65 75.00 each 111.5 8,358.75

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

136 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. 17.73 -

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 75.00 each 709.0 53,171.25

1.37 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.

1.38 Providing and fixing on wall face unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion,

(i) Single socketed pipes. 12.41.2 136.48 metre 377.4 51,509.33

1.39 Providing and fixing on wall face unplasticised - PVC

moulded fittings/ accessories for unplasticised Rigid PVC

rain water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion. 12.42 -

Coupler 12.42.1 0.00 -

110 mm 12.42.1.1 217.00 each 136.2 29,544.55

Single tee with door 12.42.3 0.00 -

110x110x110 mm 12.42.3.2 75.00 each 234.2 17,561.25

110 mm 12.42.5.2 75.00 each 150.4 11,276.25

Shoe (Plain) 12.42.6 0.00 -

110 mm Shoe 12.42.6.1 75.00 each 131.9 9,888.75

1.40 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 etc. complete.

110 mm 12.43.2 75.00 each 371.3 27,847.50

1.41 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) 86.71 metre 1543.0 1,33,790.34

50 mm outer dia b) metre 558.0 -

1.42 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 / hole in floors /slabs and bringing the

same in proper condition in cement concrete 1:2:4 mix

complete as required. including cost of cutting and

making good the walls and floors wherever required.

NSI-10 24.00 each 627.0 15,048.00

1.43 Providing & Fixing water cooler wth stainless steel having

storage capacity of 80 liter & cooling capacity 60 liter /

hour with Reverse osmosis system & ultra voilet

membrane TDS reduction 90% having automatic back

wash system with filteration unit & all other required

accessories complete in all respect as per direction of the

engineer in charge . NSI-11 each 65604.0 -

Sub Head – II Water Supply

2.1 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 18.10.2 217.73 metre 437.3 95,214.75

25 mm nominal outer dia Pipes 18.10.3 217.73 metre 551.7 1,20,123.44

32 mm nominal outer dia Pipes 18.10.4 metre 667.0 -

40 mm nominal outer dia Pipes 18.10.5 metre 811.9 -

50 mm nominal outer dia Pipes 18.10.6 metre 1048.4 -

2.2 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 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.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Concealed including cutting chases and making good the

wall etc. -

15 mm nominal outer dia Pipes 18.8.2 217.73 metre 497.8 1,08,387.62

20 mm nominal outer dia Pipes 18.8.3 102.76 metre 537.6 55,246.44

25 mm nominal outer dia Pipes 18.8.4 102.76 metre 627.3 64,459.32

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

of approved quality (screwed end) : 18.17 -

20 mm dia. nominal bore 18.17.1A 54.00 each 540.0 29,157.30

25 mm dia. nominal bore 18.17.1 33.00 each 622.4 20,539.20

32 mm dia. nominal bore 18.17.2 75.00 each 689.6 51,720.00

40 mm dia. nominal bore 18.17.3 0.00 each 826.1 -

50 mm dia. nominal bore 18.17.4 0.00 each 1026.7 -

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

High or low pressure, with plastic floats complete :

25 mm nominal bore 18.18.3 54.00 each 464.1 25,058.70

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

polyethylene water storage tank, IS : 12701 marked, with

cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank

18.48 2408.55 per litre 11.0 26,494.09

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

approved quality conforming to IS standards and weighing

not less than 810 gms. 18.51 -

15 mm nominal bore 18.51.1 33.00 each 799.0 26,365.35

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

standard design and of approved make conforming to

15 mm nominal bore 18.52.1 33.00 670.5 22,124.85

2.11 Providing and fixing uplasticised PVC connection pipe

with brass unions : 18.21 -

45 cm length 18.21.2 -

15 mm nominal bore 18.21.2.1 33.00 each 97.8 3,225.75

SUBHEAD – III Drainage

3.1 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 lubricant for fittings, inclusive of all necessary

specials like bends, tees, offsets, junctions, re excavtion

and refillig etc complete.

150 mm diameter a metre 1024.0 -

200 mm diameter b 217.73 metre 1298.0 2,82,617.77

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

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

with water tight C.I. cover with frame of 300 x300 mm

size (inside) the weight of cover to be not lessthan 4.50

kg and frame to be not less than 2.70 kg as per standard

design : 19.4

180x150 mm size P type 19.4.3

With fly ash bricks (non modular) bricks of class

designation 7.5 19.4.3.1 33.00 each 2802.2 92,470.95

3.4 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 19.7.1.1 13.00 Each 12770.6 1,66,017.15

3.5 Extra depth for manhole 90x80 cm 19.8 -

With FPS bricks class designation 7.5 19.8.1.1 8.33 Metre 8825.4 73,490.63

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

3.6 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 length on 138

mm as per standard drawing and suitable to with 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.

3.7 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 19.27.1 33.00 Each 5957.9 1,96,610.70

TOTAL 23,14,377.19 6,33,881.11

Say in lacs 23.14 6.34

ELECTRICAL WORK

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

1 class PVC conduit, with modular switch, modular plate, DSR 1.10

suitable GI box and earthing the point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable

etc. as required.

1.1 Group C DSR 1.10.3 647.00 Point 1467.00 9,49,149.00

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

2 insulated copper conductor single core cable in

surface/ recessed PVC 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) DSR-1.55 53.00 Point 858.00 45,474.00

2.1 Group C DSR-1.55.3

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

5 conduit, with modular switch, modular plate, suitable NSI-1

GI box and earthing 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 29.00 Point 1523.13 44,170.64

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

5.2 be looped with Primary point with 2.5 sqmm wire and

Point wiring NSI-1.2 29.00 Point 1354.89 39,291.90

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 insulated copper conductor single core cable for

loop earthing as required. DSR 1.5 944.15 Metre 433.00 4,08,818.28

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 1.7.1 134.88 Metre 327.00 44,105.44

7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.7.2 1416.23 Metre 369.00 5,22,588.72

7.3 2 X 6 sq. mm + 1 X 6 sq. mm earth wire DSR 1.7.4 404.64 Metre 589.00 2,38,331.21

7.4 2 x 10 sq. mm + 1 x 10 sq.mm earth wire DSR 1.7.5 0.00 Metre 710.00 -

7.5 4 X 10 sq. mm + 2 X 6 sq. mm earth wire DSR 1.7.10 67.44 Metre 1166.00 78,634.46

7.6 4 X 16 sq. mm + 2 X 6 sq. mm earth wire DSR 1.7.11 134.88 Metre 1645.00 2,21,875.97

Supplying and fixing suitable size GI box with modular

plate and cover in front on surface or in recess including

8 providing and fixing 3 pin 5/6 Amp modular socket outlet DSR 1.31 26.00 Each 477.00 12,402.00

and 5/6 A modular switch, connection etc. as required.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Supply and Wiring for 250 volts single phase and neutral

2 Nos 6 amps socket outlate with control by 1 No

switched with 2.5 sq.mm PVC insulated copper

conductor 1100 volts grade stranded flexible FRLS wires

in concealed or surface mounted 25 mm dia 2mm thick

PVC conduit including providing and fixing of 6 amps 3 pin

9 switch socket outlet of aprpoved make and design in 2 NSI-2 26.00 Each 1781.84 46,327.81

mm thick GI box with grid plate and earthing of third pin

of the socket with 2.5 Sq. mm PVC insulated copper

conductor stranded flexible FRLS wire.(maximum four

no. of switches socket shall be connected on one

circuit)

Supplying and fixing suitable size GI box with modular

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

10 providing and fixing 6 pin 5/6 & 15/16 A modular socket DSR 1.32

outlet and 15/16 A modular switch, connections etc. as

required. 26.00 Each 586.00 15,236.00

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

13 existing junction box/ wooden block including connections DSR-1.33

etc. as required. 161.00 Each 87.00 14,007.00

Supplying & fixing suitable size GI box wih modular plate

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

and fixing 25 amp modular socket outlet and 25 Amps

modular SP MCB, “C” curve including connection, painting

etc. as required. (AC's & Gysers)

Supplying and fixing of following sizes of medium class

PVC conduit along with accessories in surface/recess

18 including cutting the wall and making good the same in DSR 1.21

case of recessed conduit as required.

18.1 25 mm DSR 1.21.2 67.44 Mtr 145.00 9,778.73

18.2 32 mm DSR 1.21.3 67.44 Mtr 184.00 12,408.87

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - I

SUBHEAD -II - FITTINGS & FIXTURES

Supply, Installation, Testing and Commissioning of 10 W

Bulk head Light. 26.00 Each 1158.20 30,113.07

Supply, Installation, Testing and Commissioning of 5W

Mirror Light. 26.00 Each 445.46 11,581.95

Supply, Installation, Testing and Commissioning of 18W

3 Surface/Recessed Mounted LED circular Downlighter. NSI-3

Supply, Installation, Testing and Commissioning of

18/20W Wall/Surface mouted 4 ft. LED 161.00 Each 1336.38 2,15,157.03

Supply, Installation, Testing and Commissioning of 15W

Surface mounted LED Square Downlighter. 26.00 Each 1380.93 35,904.05

Supply, Installation, Testing and Commissioning of 9W

(Nominal) Wall Bracket Light 53.00 Each 222.73 11,804.68

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 :

9 374-2019),THD less than 10%, remote or electronic DSR 1.21

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 53.00 Each 2260.41 1,19,801.78

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II

SUBHEAD - III - DISTRIBUTION BOARDS

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

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

2 busbar, earth bar, din bar, detachable gland plate, DSR 2.4

interconnections, phosphatized and powder painted

including earthing etc. as required. (But without MCB/

RCCB/ Isolator)

2.1 4 way (4 + 12), Double door DSR 2.4.1 0.00 Each 4091.00 -

2.2 6 way (4 + 18), Double door DSR 2.4.2 26.00 Each 4974.00 1,29,324.00

2.3 8 way (4 + 24), Double door DSR 2.4.3 26.00 Each 5967.00 1,55,142.00

Supplying and fixing of following ways surface/ recess

mounting, vertical type, 415 V, TPN MCB distribution

board of sheet steel, dust protected, duly powder painted,

inclusive of 200 A tinned copper bus bar, common neutral

3 link, earth bar, din bar for mounting MCBs (but without DSR 2.5

MCBs and incomer) as required . (Note :Vertical type

MCB TPDB is normally used where 3 phase outlets are

required.)

3.1 12 way (4 + 36), Double door DSR 2.5.3 5.00 Each 12833.00 64,165.00

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

"C" curve, miniature circuit breaker suitable for inductive

4 load of following poles in the existing MCB DB complete DSR 2.10

with connections, testing and commissioning etc. as

required. -

4.1 Single Pole 2.10.1 5.00 Each 256.00 1,280.00

Supplying and fixing following rating, double pole, (single

phase and neutral), 240 V, residual current circuit

breaker (RCCB), having a sensitivity current 30 mA in the

existing MCB DB complete with connections, testing and

commissioning etc. as required.

7.3 63 A DSR 2.14.3 5.00 Each 2722.00 13,610.00

Supplying and fixing single pole blanking plate in the

existing MCB DB complete etc. as required. 5.00 Each 13.00 65.00

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III

IV SUB HEAD-IV , LIGHTNING CONDUCTOR -

LIGHTNING CONDUCTOR -

1 Providing and fixing of lightning conductor finial, made of 6.2

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. 26.00 Each 518.00 13,468.00

2 Fixing of lightning conductor finial (single prong) with base 6.3

plate including holes etc. complete as required. 26.00 Each 360.00 9,360.00

3 Jointing copper / G.I. tape (with another copper/ G I tape, 6.4

base of the finial or any other metallic object) by riveting /

nut bolting/ sweating and soldering etc as required.

202.32 Metre 113.00 22,861.99

4 Providing and fixing G.I. tape 20 mm X 3 mm thick on 6.7

parapet or surface of wall for lightning conductor complete

as required.(For horizontal run) 606.96 Metre 126.00 76,476.40

5 Providing and fixing G.I. tape 20 mm X 3 mm thick on 6.8

parapet or surface of wall for lightning conductor complete

as required.(For vertical run) 404.64 Metre 197.00 79,713.49

6 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on 6.10

parapet or surface of wall for lightning conductor complete

as required.(For vertical run) 202.32 Metre 162.00 32,775.60

7 Providing and fixing testing joint, made of 20 mm X 3 mm 6.12

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

nuts, chuck nuts and spring washers etc. complete as

required. 202.00 Each 121.00 24,442.00

8 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm 5.4

thick including accessories, and providing masonry

enclosure with cover plate having locking arrangement

and watering pipe of 2.7 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 5.11

dia G.I. pipe from earth electrode including connection

with G.I. nut, bolt, spring, washer excavation and re-filling

etc. as required. 67.44 Metre 706.00 47,612.29

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

SUB TOTAL(I+II+III+IV) 37,98,673.46 5,92,373.36

Say in lacs 37.99 5.92

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

PATHWAYS 2.00 MT. WIDE

(FOR 170.71 X 2.00 =341.42 SQM.)

AMOUNT On

Sl. RATE AMOUNT OF M.R

DESCRIPTION OF ITEM DSR-2023 QTY UNIT DSR

No. (In Rs.) 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 soil 2.6.1 27.87 Cum 177.50 4946.47

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering. All work upto 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)

3 Providing and laying 60mm thick faciory made

cement concrete interlocking paver block of M -30

grade made by block making machine with strong

vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and

including 50mm thick compacted bed of coarse

sand, filling the joints 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 25.15 Cum 10117.60 254457.64

drainage opening wherever required complete etc.

as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for

payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

5 Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give

an even shade :

Two or more coats on new work over an under coat

of suitable shade with ordinary paint of approved 13.62.1 44.23 Sqm 226.25 10007.95

brand and manufacture

6 Supplying and stacking at site. 16.3

Good earth 16.3.9 85.56 Cum 775.50 66351.78

7 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of oundations etc. in layers

not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

8 Centering and shuttering including strutting,

propping etc. and removal of form for all heights :

a Foundations, footings, bases of columns, etc. for

mass concrete.

TOTAL 9,73,468.17 -

SAY IN LACS 9.73 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ANALYSIS OF RATE FOR CC ROAD

(FOR 44.77 X 3.750 = 184.39 SQM.)

Sl. RATE AMOUNT On DSR AMOUNT OF M.R ITEM

DESCRIPTION OF ITEM DSR-2023 QTY UNIT

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

a.) all kinds of soil 2.6.1 6.38 Cum 177.50 1132.83

2 Preparation and consolidation of sub grade with power

road roller of 8 to 12 tonne capacity after excavating

earth to an average of 22.5 cm depth, dressing to

camber and consolidating with road roller including

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

grade and disposal of surplus earth with lead upto 50

metres. 16.1 186.15 Sqm 218.90 40747.47

3 Supplying and stacking at site. 16.3

a) 63 mm to 45 mm size stone aggregate 16.3.2 23.29 Cum 1636.05 38111.63

b) 53 mm to 22.5mm size stone aggregate 16.3.3 18.61 Cum 1842.30 34293.77

c) stone screening 13.2 mm nominal size (Type A ) 16.3.6 8.40 Cum 2034.35 17095.02

d) Stone screening 11.2 mm nominal size (Type B) 16.3.7 8.40 Cum 2247.75 18888.26

e) Red bajri 16.3.8 7.13 Cum 1564.90 11152.65

4 Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform

thickness, hand picking, rolling with 3 wheeled road /

vibratory roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming requisite type

of screening / binding material to fill up interstices of

coarse aggregate, watering and compacting to the

required density . 16.4 58.26 Cum 1046.95 60995.31

5 Providing and laying C.C. pavement of mix M-30 with

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed

board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc.

complete as per specifications and directions of Engineer-

incharge. (The panel shuttering work shall be paid for

separately). (Note:- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement used as per

design mix is payable/ recoverable separately). 16.75

6 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-500D or

more. 5.22.6 1116.88 Kg 107.85 120455.40

7 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering. All work upto plinth level.

a.) 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 2.85 Cum 6812.00 19414.20

8 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

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

concrete. 5.9.1 15.96 Sqm 392.15 6256.92

9 Providing and laying at or near ground level factory made

kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement

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

joints with or without grooves (thickness of joints except

at sharp curve shall not to more than 5mm), including

making drainage opening wherever required complete

etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-

in-charge).

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

10 Painting with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

shade :

Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand and

manufacture 13.62.1 31.91 Sqm 226.25 7219.82

11 Extra for providing and mixing hardening compound of

approved quality as per manufacturer’s specification in

cement concrete. 16.44 186.15 litre 55.50 10331.13

12 Providing & laying in position bitumen hot sealing per cm

compound for expansion joints 16.46.1 6352.56 depth per 8.65 54949.64

13 Supplying and stacking at site. 16.3

Good earth 16.3.9 11.97 Cum 775.50 9280.07

14 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of oundations etc. in layers not

exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering, lead up to 50 m and lift

upto 1.5 m. 2.25 13.93 Cum 196.00 2731.14

TOTAL 8,34,870.95 -

SAY IN LACS 8.35 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

04 NOS RAIN WATER HARVESTING

AMOUNT On AMOUNT OF

Sl. RATE

DESCRIPTION OF ITEM DSR-2023 QTY UNIT DSR M.R ITEM ( In

PART A

Recharge Pit (2000x2000)

1 Earth work in excavation by mechanical means

(Hydraulic excavatior)/manual means over

areas(exceeding 30cm in depth. 1.5m in width as well as

10sqm on plan) including disposal of excavated earth,

lead upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

a upto 1.5m depth

all kinds soil 2.8.1 54.07 Cum 260.30 14,074.16

b In all kind of soil upto 1.5m to 3.0m. depth -

all kinds soil 2.8.1+

c In all kind of soil upto 3.0m to 4.5m. depth -

all kinds soil 2.9.1+

d In all kind of soil upto 3.0m to 4.5m. depth -

all kinds soil 2.9.1+

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering -All work up to plinth level: 1:5:10 (1 cement :

5 coarse sand (zone-III) derived from natural sources :

10 graded stone aggregate 40 mm nominal size derived

from natural sources) 4.1 -

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

bricks of class designation 7.5 in foundation and plinth

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 52.82 Cum 7132.25 3,76,745.42

4 Reinforced cement concrete work inbeams, suspended

floors, roofs having slope up to 15º landings, balconies,

shelves, chajjas, intels, bands plain window sills,

staircases and spiral stair cases up to floor five level

excluding the cost of centering, shuttering, finishing and

reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3

graded stone aggregate 20mm nominal size)

5 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

Mild steel and Medium Tnsile steel bars. 5.22.1 253.26 Kg 107.10 27,124.15

6 Centring and shuttering including struting , proping etc

and removal of form for :

Suspended floors, roofs, landings, balconies and access

platform. 5.9.3 15.68 Sqm 927.25 14,537.43

7 Edges of slabs and breaks in floors and walls

Under 20 cm wide 5.9.16.1 15.16 Mtr 208.55 3,160.66

8 12 mm cement plaster on rough side of single or half 13.4

brick wall mix

1:6 (1 cement : 6 coarse sand) 13.4.2 103.51 Sqm 343.65 35,570.17

9 Providing and fixing in position precast RCC manhole

cover and frame of required shape and approved quality.

HD-20- Circular shape 560mm internal diameter 19.19.3.1 8.00 No. 1675.70 13,405.60

10 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-incharge, upto 90 metre

depth below ground level. 23.1

Rockey strata including Boulders (300 mm dia 23.1.1.1 80.40 M 707.75 56,903.10

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

11 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. 23.4

150 mm nominal size dia 23.4.2 80.40 M 807.45 64,918.98

12 Supplying, filling, spreading & leveling stone boulders of

size range 5 cm to 20cm, in recharge pit, in the required

thickness, for all leads & lifts, all complete as per

direction of Engineer-in-charge. 23.5 6.31 cum 1,509.80 9,528.95

13 Supplying, filling, spreading & leveling gravels of size

range 5 mm to 10mm, in the recharge pit, over the

existing layer of boulders, in required thickness, for all

leads & lifts, all complete as per direction of Engineer-in-

charge. 23.6 6.31 cum 1538.25 9,708.51

14 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 &

lifts, all complete as per direction of

Engineer -in-charge. 23.7 6.31 cum 1538.25 9,708.51

15 Gravel packing in tubewell construction in accordance

with IS: 4097, including providing gravel

fine/medium/coarse, in required grading & size as per

actual requirement, all complete as per direction of

Engineer-in-charge. 23.8 4.02 Cum 2024.50 8,138.49

TOTAL [A] 7,83,774.14

PART-B

Disilting Chamber (4000x2000x2000 )

1 Earth work in excavation by mechanical means

(Hydraulic excavatior)/manual means over

areas(exceeding 30cm in depth. 1.5m in width as well as

10sqm on plan) including disposal of excavated earth,

lead upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

a upto 1.5m depth

all kinds soil 2.8.1 82.89 Cum 260.30 21,576.89

b upto 1.5m to 3.0m. depth -

all kinds soil 2.8.1+2.26.1 76.26 Cum 387.100 29,520.01

c upto 3.0m to 4.5m. depth -

all kinds soil 2.8.1+2.26.1*

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering -All work up to plinth level: 1:5:10 (1 cement :

5 coarse sand (zone-III) derived from natural sources :

10 graded stone aggregate 40 mm nominal size derived

from natural sources) 4.1 -

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

bricks of class designation 7.5 in foundation and plinth

Cement mortar 1:6 (1 cement : 6coarse sand) 6.1.2 50.17 Cum 7132.25 3,57,822.13

4 Reinforced cement concrete work inbeams, suspended

floors, roofs having slope up to 15º landings, balconies,

shelves, chajjas, intels, bands plain window sills,

staircases and spiral stair cases up to floor five level

excluding the cost of centering, shuttering, finishing and

reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3

graded stone aggregate 20mm nominal size)

5 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

Mild steel and Medium Tnsile steel bars. 5.22.1 458.28 Kg 107.10 49,081.79

6 Centring and shuttering including struting , proping etc

and removal of form for :

Suspended floors, roofs, landings, balconies and access

platform. 5.9.3 44.10 Sqm 927.25 40,891.17

7 Edges of slabs and breaks in floors and walls

Under 20 cm wide 5.9.16.1 63.03 Mtr 208.55 13,145.66

8 12 mm cement plaster on rough side of single or half

brick wall mix 13.4

1:6 (1 cement : 6 coarse sand) 13.4.2 197.48 Sqm 343.65 67,864.86

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

9 Providing M.S. foot rests including fixing in manoholes

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

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

20mm nominal size) as per standard design:

With 20x20mm square bar 19.15.1 80.00 Nos. 544.70 43,576.00

10 Providing and fixing in position precast RCC manhole

cover and frame of required shape and approved quality.

LD-2.5 Rectangular shape 600x450mm internal

dimensions 19.19.1.1 8.00 No. 1437.65 11,501.20

TOTAL [B] 8,99,285.19

PART -C

MAN HOLE

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. 2.8

All kinds of soil. 2.8.1 4.03 Cum 260.30 1,049.55

Providing and laying in position cement concrete of

2.0 specified grade excluding the cost of

centering and shuttering - All work up to plinth level : 4.1 -

1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from

natural sources : 10 graded stone

aggregate 40 mm nominal size derived from natural

sources) 4.1.10 0.84 Cum 6518.6 5,503.00

3.0 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

sources) 4.1.3 0.04 Cum 7878.50 316.72

4.0 12 mm cement plaster of mix : 13.4 -

1:6 (1 cement: 6 coarse sand) 13.4.2 7.56 Sqm 343.65 2,597.17

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

bricks of class designation 7.5 in

foundation and plinth in: 6.1 -

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 3.42 Cum 7132.25 24,370.90

6.0 Reinforced cement concrete work in beams, suspended

floors, roofs having slope up to 15°

landings, balconies, shelves, chajjas, lintels, bands,

plain window sills, staircases and spiral

stair cases above plinth level up to floor five level,

excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5

coarse sand(zone-III) derived from

natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources). 5.3 0.91 Cum 11505.50 10,470.01

7.0 Steel reinforcement for r.c.c. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth level. 5.22 -

cold twisted bars 5.22.3 32.16 Kg 107.85 3,468.46

8.0 Supplying and fixing C.I. cover without frame for

manholes 19.18 -

455x610 mm rectangular C.I. cover (light duty) the Details of

weight of the cover to be not less than 23 cost for

kg 19.18.1 4.00 one cover 1374.00 5,496.00

TOTAL [C] 53,271.79

TOTAL -PART(A)+PART(B)+PART(C) 17,36,331.12

SAY IN LACS 17.36 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

EXTERNAL WATER SUPPLY

AMOUNT On DSR AMOUNT OF M.R

S.NO DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT RATES

( In Rs.) ITEM ( In Rs.)

EXTERNAL WATER SUPPLY PIPES AND FITTINGS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

1 Providing and fixing G.I. pipes complete with G.I. fittings 18.12

including trenching and refilling etc.

External work

20 mm dia nominal bore 18.12.2 22.78 metre 368.60 8398.52

25 mm dia nominal bore 18.12.3 18.72 metre 467.75 8757.45

32 mm dia nominal bore 18.12.4 28.61 metre 540.30 15459.94

40 mm dia nominal bore 18.12.5 444.92 metre 617.05 274540.42

50 mm dia nominal bore 18.12.6 metre 762.15 0.00

65 mm dia nominal bore 18.12.7 16.43 metre 896.60 14727.85

80 mm dia nominal bore 18.12.8 metre 1,041.70

2 Painting G.I. pipes and fittings with two coats of anti- 18.40

corrosive bitumastic paint of approved quality :

20 mm diameter pipe 18.40.2 22.78 metre 12.00 273.42

25 mm diameter pipe 18.40.3 18.72 metre 15.25 285.52

32 mm diameter pipe 18.40.4 28.61 metre 18.40 526.49

40 mm diameter pipe 18.40.5 444.92 metre 20.95 9321.16

50 mm diameter pipe 18.40.6 metre 25.25 0.00

65 mm diameter pipe 18.40.7 16.43 metre 31.30 514.14

80 mm diameter pipe 18.40.8 metre 36.40

3 Providing and filling sand of grading zone V or coarser grade 18.41

alround the GI pipes in external work.

20mm dia nominal bore 18.41.2 22.78 metre 156.55 3566.98

25mm dia nominal bore 18.41.3 18.72 metre 160.70 3008.70

32mm dia nominal bore 18.41.4 28.61 metre 164.90 4718.39

40mm dia nominal bore 18.41.5 444.92 metre 167.00 74302.33

50 mm diameter pipe 18.41.6 metre 173.25 0.00

65 mm diameter pipe 18.41.7 16.60 metre 273.45 4540.08

80 mm diameter pipe 18.41.8 metre 281.80

4 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

separately) :

50 mm dia 18.59.1 9.00 Each 5,748.80 51739.20

80 mm dia 18.59.2 3.00 Each 6,993.60 20980.80

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

of approved quality (screwed end) :

20 mm nominal bore 18.17.1A 58.00 Each 539.95 31317.10

25 mm nominal bore 18.17.1 29.00 Each 622.40 18049.60

32 mm nominal bore 18.17.2 29.00 Each 689.60 19998.40

40 mm nominal bore 18.17.3 9.00 Each 826.10 7434.90

50 mm nominal bore 18.17.4 18.00 Each 1,026.65 18479.70

65 mm nominal bore 18.17.5 9.00 Each 1,742.15 15679.35

80 mm nominal bore 18.17.6 Each 2,604.55

6 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20 mm nominal 4.1.3 Cum 7,878.50 412203.12

size derived from natural sources) 52.32

7 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 41.00 Each 439.25 18009.25

32 mm nominal bore 18.46.4 29.00 Each 489.05 14182.45

40 mm nominal bore 18.46.5 29.00 Each 631.30 18307.70

50 mm nominal bore 18.46.6 33.00 Each 823.80 27185.40

65 mm nominal bore 18.46.7 3.00 Each 1,136.80 3410.40

80 mm nominal bore 18.46.8 Each 1207.95

8 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 52.00 Each 1437.65 74757.80

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

9 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 18.32.1

designation 7.5 41.00

10 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 18.33.1

designation 7.5 11.00

TOTAL 13,75,859.55 -

SAY IN LACS 13.76 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

EXTERNAL SEWER SYSTEM

Rate AMOUNT On DSR AMOUNT OF M.R ITEM (

S. No DESCRIPTION DSR-2023 QTY Unit

EXTERNAL SEWARAGE SYSTEM

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 :

All kinds of soil 2.10.1

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.10.1.3 577.00 metre 549.75 3,17,207.48

Supply and fixing HDPE double I.S 16098 ( Part - 2 ) 3013 for soil / waste

pipe under ground drainage system with jointed with rubber ring with good

2 quality lubricant for fittings, inclusive of all necessary specials like bends,

tees, offsets, junctions, re excavtion and refillig etc complete.

200 mm dia.pipe MR 577.00 metre 815.00 4,70,257.57

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shttering - All work up to plinth level

3 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate

40 mm nominal size).

250 mm diameter Pipe (L*0.35*0.10=9.89) 4.1.10 9.98 cum 6518.60 65,054.92

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

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

: 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8

mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

nominal size) inside plastering 12 mm thick with cement mortar 1:3

4 (1cement 3 coarse sand ) finished with a floating coat of neat cement and

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

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

neat cement complete as per standard design

Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light

duty) 455 x 610mm internal dimensions, total weight of cover & frame to be

not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)

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

5 Extra for depth for manholes: 19.8 -

size 90 X 80 cm

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

7.5 19.8.1.1 11.17 metre 8825.40 98,544.90

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

6 coarse sand : 6 graded stone aggregate 40mm nominal size) and making

necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand :

4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat

of neat cement complete as per standard design.

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

designation) 560mm internal diameter conforming to I.S:12592, total weight

of cover and frame to be not less than 182Kg. fixed in cement concrete

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

nominal size) including centering, shuttering all complete.(Excavation foot

rests and 12mm thick cement plaster at the external surface shall be paid

for separately) 19.9.1 -

with common burnt clay F.P.S.(non module) brick of class designation 7.5

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

beyond 0.91m to 1.67 m . 19.1 -

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Meter 7591.80 14,500.34

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

with C.I. grating brick masonry chamber with water tight CI cover with

8 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

180 x 150 mm. size P type 19.4.3 -

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

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm

9 cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) as per standard design : 19.15 -

With 20 mm dia round bar 19.15.1 51.00 each 496.50 25,321.50

TOTAL 15,20,819.81

Say in lacs 15.21

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

SURFACE DRAINS

AMOUNT On

AMOUNT OF M.R

S.NO DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT RATES DSR

ITEM ( In Rs.)

A APPRON DRAIN (250 X300MM)-771.42 Mtr

1 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m

in width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-in-charge.

all kinds of soil 2.6.1 269.73 cum 177.50 47877.77

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. 2.25 71.37 cum 196.00 13988.78

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). 4.1.10 71.40 cum

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 aggregate

5 Providing and laying damp-proof course 40mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded 410.85

stoneaggregate 12.5mm nominal size) 4.10 348.04 sqm 142990.87

6 Centering and shuttering including strutting, propping etc. and removal of

form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 158.67 Sqm 392.15 62221.27

7 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) 6.1.2 111.75 Cum 7132.25 797028.94

8 12 mm cement plaster finished with a floating coat of neat cement of mix

1:4 (1 cement: 4 fine sand) 13.7.2 705.67 Sqm 425.55 300298.33

TOTAL(A) 19,54,894.82 -

SAY IN LACS 19.55 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

SEPTIC TANK

Sl. Description of Item DSR-2023 QTY Unit Rate AMOUNT On DSR AMOUNT OF M.R

No. (In Rs.) ( In Rs.) ITEM ( In Rs.)

A Spectic Tank for 50 Users

Size of Tank = 5.00 X 2.00 X 1.24 Mtr

Excavation work by mechanical means (Hydraulic excavator)/

manual means in foundation trenches or drains (not

exceeding 1.5m in width or 10 sqm on plan), including

1.0 dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of

surplus excavated soils as directed, within a lead of 50 m.

all kinds soil 2.8.1 163.33 CUM 260.30 42,515.43

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

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm

3.0 in depth, consolidating each deposited layer by ramming and 2.25 43.33 CUM 196.00 8,492.52

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

Providing and laying in position cement concrete of specified grade

4.0 excluding the cost of centering and shuttering - All work up to plinth -

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

aggregate 40 mm nominal size) 4.1 5.86 CUM 6518.60 38,224.19

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved

design mix, including pumping of concrete to site of laying but

excluding the cost of centering, shuttering, finishing and

5.0 reinforcement, including admixtures in recommended proportions as -

per IS: 9103 to accelerate, retard setting

of concrete, improve workability without impairing strength and

durability as per direction of

Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum.

Excess/less cementused as per design mix is payable/recoverable -

separately).

All works upto plinth level 5.33.1 32.24 CUM 9504.75 3,06,389.50

6.0 Centering and shuttering including strutting, propping etc. and

removal of form for:

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

concrete. 18.61 Sqm 392.15

7.0 Walls (any thickness) including attached pilasters,

butteresses,

plinth and string courses etc. 5.9.2 202.41 Sqm 842.50 1,70,534.03

Lintels, beams, plinth beams, girders, bressumers and

cantilevers with waterproof ply 12mm thick 5.9.21 5.66 SQM 841.95

Suspended floors, roofs, landings, balconies and access

platform with waterproof ply 12mm thick 5.9.20 31.70 SQM 1028.40 32,596.75

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

Under 20 cm wide 5.9.16.1 48.18 Mtr 208.55 10,047.69

11.00 Providing and fixing tie bolt, spring coil and plastic cone in

wall shuttering complete as per the direction of Engineer-in-

charge. 5.10.4 405.72 Mtr 201.55 81772.07

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

12.0 cutting, bending, placing inposition and binding all complete

upto plinth level. 5.22

Thermo-Mechanically Treated bars TMTC-500-8mm dia. 5.22.6 4029.43 Kg 107.85 4,34,573.61

13.0 1:3 (1 cement: 3 fine sand) 11.3.1 31.70 Sqm 614.20 19,468.03

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

6 mm cement plaster on rough side of single or half brick wall

of mix: 13.16 -

1:3 (1 cement: 3 fine sand) 13.16.1 144.03 Sqm 300.45 43,273.57

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

15.0 cover and frame of required shape and approved quality

Circular shape 560 mm internal diameter 19.19.3.1 6.00 Nos 1675.70 10,054.20

Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS : 10910 on 12mm dia

steel bar conforming to IS : 1786 having minimum cross

section as 23 mmx25mm and over all minimum length 263

mm and width as 165mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate

anchoring projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture’s permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15

cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as

per design.

17.0 Providing and fixing soil, waste and vent pipes 17.35 -

100 mm dia. 17.35.1 -

Centrifugally cast (spun) iron socketed pipe as per IS: 3989.

18.0 Providing and fixing terminal guard : -

Sand cast iron S&S as per IS - 3989 17.56.1.2 3.00 Nos 506.00 1,518.00

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45

cm dry brick honey comb shaft with bricks of class

designation 75 and S.W. drain pipe 100 mm diameter, 1.8m

long complete as per standard design.With F.P.S. bricks 19.32.1 3.00 Nos 26861.90 80,585.70

TOTAL (A) 13,59,608.22 -

SAY IN LACS 13.60 -

B Spectic Tank for 100 Users

Size of Tank = 5.70 X 2.10 X 1.70 Mtr

Excavation work by mechanical means (Hydraulic excavator)/

manual means in foundation trenches or drains (not

exceeding 1.5m in width or 10 sqm on plan), including

1.0 dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of

surplus excavated soils as directed, within a lead of 50 m.

all kinds soil 2.8.1 38.06 CUM 260.30 9907.43

ordinary rock 2.9.1 37.71 Cum 632.95 23871.54

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 2.8.1

ordinary rock 2.9.1

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

3.0 consolidating each deposited layer by ramming and watering, lead

up to 50 m and lift up to 1.5 m.

Providing and laying in position cement concrete of specified grade

4.0 excluding the cost of centering and shuttering - All work up to plinth

level :

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

aggregate 40 mm nominal size). 4.1.10 3.24 Cum 6518.60 21101.34

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved

design mix, including pumping of concrete to site of laying but

excluding the cost of centering, shuttering, finishing and

5.0 reinforcement, including admixtures in recommended proportions as

per IS: 9103 to accelerate, retard setting

of concrete, improve workability without impairing strength and

durability as per direction of

Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum.

Excess/less cementused as per design mix is payable/recoverable

separately).

All works upto plinth level 5.33.1 Cum 9504.75 0.00

6.0 Centering and shuttering including strutting, propping etc. and

removal of form for:

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

concrete. 5.9.1 31.55 Sqm 392.15 12371.88

7.0 Walls (any thickness) including attached pilasters,

butteresses,

plinth and string courses etc. 5.9.2 112.69 Sqm 842.50 94945.22

Lintels, beams, plinth beams, girders, bressumers and

cantilevers with waterproof ply 12mm thick 5.9.21 6.96 Sqm 841.95 5861.93

Suspended floors, roofs, landings, balconies and access

platform with waterproof ply 12mm thick 5.9.20 15.38 SQM 1028.40 15812.89

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

Under 20 cm wide 5.9.16.1 21.89 Mtr 208.55 4564.94

11.00 Providing and fixing tie bolt, spring coil and plastic cone in

wall shuttering complete as per the direction of Engineer-in-

charge. 5.10.4 226.08 Mtr 201.55 45567.01

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

12.0 cutting, bending, placing inposition and binding all complete

upto plinth level. 5.22

Thermo-Mechanically Treated bars TMTC-500-8mm dia. 5.22.6 1365.21 Kg 107.85 147237.90

52 mm thick cement concrete flooring with concrete hardener

topping under layer 50 mm thick cement concrete 1:2:4 (1

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

nominal size) and top layer 12mm thick cement hardener

consisting of mix 1:2 (1 cement hardener mix : 2 graded stone

13.0 aggregate 6mm nominal size) by volume. Hardening

compound is mixed @ 2 litre per 50kg of cement or as per

manufactures specifications. This includes cost of cement

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

6 mm cement plaster on rough side of single or half brick wall

of mix: 13.16

1:3 (1 cement: 3 fine sand) 13.16.1 73.26 Sqm 300.45 22010.06

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

15.0 cover and frame of required shape and approved quality

Circular shape 560 mm internal diameter 19.19.3.1 2.00 Nos 1675.70 3351.40

Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS : 10910 on 12mm dia

steel bar conforming to IS : 1786 having minimum cross

section as 23 mmx25mm and over all minimum length 263

mm and width as 165mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate

anchoring projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture’s permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15

cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as

per design.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

17.0 Providing and fixing soil, waste and vent pipes 17.35

100 mm dia. 17.35.1

Centrifugally cast (spun) iron socketed pipe as per IS: 3989.

18.0 Providing and fixing terminal guard :

Sand cast iron S&S as per IS - 3989 17.56.1.2 1.00 Nos 506.00 506.00

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45

cm dry brick honey comb shaft with bricks of class

designation 75 and S.W. drain pipe 100 mm diameter, 1.8m

long complete as per standard design.With F.P.S. bricks 19.32.1 1.00 Nos 26861.90 26861.90

TOTAL (B) 4,96,674.66 -

SAY IN LACS 4.97 -

TOTAL -PART(A)+PART(B) 18,56,282.88

SAY IN LACS 18.56 -

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

HUME PIPE

QTY Unit Rate AMOUNT On DSR AMOUNT OF M.R ITEM (

S. No DESCRIPTION DSR-2023

Hume pipe

1 Excavating trenches of required width for pipes, cables, etc including 2.10

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 :

All kinds of soil 2.10.1

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 2.10.1.3 155.00 metre 549.75 85,211.25

2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with 19.6

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 :

450 mm dia. R.C.C. pipe 19.6.5 155.00 metre 1620.95 2,51,247.25

3 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. 4.1.10 75.82 cum 6518.60 4,94,240.25

TOTAL 8,30,698.75

Say in lacs 8.31

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST

Construction of Phase-B (bal.) Work at at JNV's Jharsuguda, Raygada in the state of Odisha.

ABSTRACT OF COST

EXTERNAL ELECTRIFICATION WORKS

Rate AMOUNT On DSR AMOUNT OF M.R

S. No DESCRIPTION NSI QTY Unit

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

FEEDER PILLAR

1 Design, Manufacturing, supplying, fixing in position, testing and

commissioning of the following front operated front access 2mm

thick CRCA steel enclosure free standing, water, dust and

vermin proof outdoor type Feeder pillars with IP-55 protection or

aboved hinged and lockable doors complete with

interconnections copper crimping lugs, brass glands bonding to

earth and painting, suitable for use at 415 volts, 3 phase 4 wire

50 Hz system . The panels fault withstanding capacity shall be of

25 MVA at 415 volts. All live accessories part shall be shrouded

and all equipment shall be finger touch proof. The bus bars shall

be of colure coded with Heat shrinkable PVC insulated sleeves.

FEEDER PILLAR-1:

INCOMER

1 No.200A, 415V, Ics=25kA, 4P MCCB with thermal magnetic

trip unit.

1 No. Digital multifunction meter (V+A+Hz) with a set of cast

resin CTs 160/5A.

1 Set of Phase indicating lamp with MCB

BUS BARS-I :

250A TPN bus bars of aluminium alloy.

For emergency supply

1 No. 63A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip

1 Set of On indicating lamp with MCB

BUS BARS-II :

100A TPN bus bars of aluminium alloy.

OUT GOING BUS-I :

8 Nos. 63A 415V, 4P MCCB of 15kA .

1 No. MCB Space.

OUT GOING BUS-II :

5 Nos. 63A 415V, 4P MCB of 10kA .

1 No. 40A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer

switch .

2 Nos. 25A 415V, 4P MCB of 10kA .

1 No. MCB Space. NSI-1 4.00 Set 2,65,915.11 10,63,660.44

Supply of following sizes of XLPE insulated Aluminum conductor

2 strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables

conforming to relevant IS-7098 Code and technical specifications

2.1 3.5 X 120 sq. mm (50mm) NSI-2 511.25 Mtr 1,256.08 6,42,168.39

2.2 4 X 10 sq. mm (28mm) NSI-3 375.56 Mtr 250.15 93,945.08

TOTAL - 17,99,773.90

Say in lacs - 18.00

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.06.05 15:13:45 IST