Construction of 0.50unit Boys Dormitory, 0.75unit Girls Dormitory, 1 nos Principal Residence, 02 nos Warden Residence and 01 nos Guest House at JNV Cuttack (Odisha)

Cover Two BOQ Summary

BOQ Summary Details

Department Name : NBCC India Limited

Tender Number NBCC/SBG/ODISHA/NIT/25-26/045

Description Construction of 0.50unit Boys Dormitory, 0.75unit Girls

Dormitory, 1 nos Principal Residence, 02 nos Warden

Residence and 01 nos Guest House at JNV Cuttack (Odisha)

Sheet Name SL NO Bidder Company / Total Amount Total Amount In Rank

Individual Name Words

BOQ Quoting Sheet 1 DIPTI RANJAN 5,04,13,537.07 Five Crore Four Lakh L1

MOHANTY Thirteen Thousand

Five Hundred Thirty

Seven Rupees And

Seven Paise Only

2 ASHUTOSH 5,26,60,828.47 Five Crore Twenty Six L2

CONSTRUCTION Lakh Sixty Thousand

Eight Hundred Twenty

Eight Rupees And

Forty Seven Paise

3 M/s LALITENDU 5,28,56,853.89 Five Crore Twenty L3

SATPATHY Eight Lakh Fifty Six

Hundred Fifty Three

Rupees And Eighty

Nine Paise Only

4 MS SIDHI 5,49,57,126.23 Five Crore Forty Nine L4

VINAYAK Lakh Fifty Seven

Hundred Twenty Six

Rupees And Twenty

Three Paise Only

5 SURYA 5,49,57,126.23 Five Crore Forty Nine L4

ENTERPRISES Lakh Fifty Seven

Hundred Twenty Six

Rupees And Twenty

Three Paise Only

CONSTRUCTION Lakh Fifty Two

Rupees And Thirty

Nine Paise Only

Sheet Name SL NO Bidder Company / Total Amount Total Amount In Rank

Individual Name Words

7 NILACHAL 5,69,17,380.41 Five Crore Sixty Nine L6

TRIPATHY Lakh Seventeen

Rupees And Forty

8 A.B. Infra Projects 5,69,24,381.32 Five Crore Sixty Nine L7

Lakh Twenty Four

Hundred Eighty One

Rupees And Thirty

9 SSP REALTY 5,69,52,384.95 Five Crore Sixty Nine L8

ENGINEERS LLP Lakh Fifty Two

Hundred Eighty Four

Rupees And Ninety

Five Paise Only

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

banking excavated or stacked materials.

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

3.0 sqm on plan) including getting out and disposal of excavated earth lead upto

50 m and lift upto 1.5 m, as directed by Engineerin-charge.

4.0 Excavating trenches by mechinical / manual means of required width for

pipes, cables, etc including excavation for sockets, and dressing of sides,

ramming of bottoms, for all depth, including getting out the excavated soil,

and then returning the soil as required, in layers 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

All kind of soil 2.10.1 -

Pipes, cables etc, not exceeding 80 mm dia. 2.10.1.2 320.00 Metre 352.15 1,12,688.00

5.0 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.

6.0 Supplying and filling in plinth with sand under floors, including watering,

ramming,consolidating and dressing complete. 2.27 223.06 CUM 2123.75 4,73,717.19

7.0 Excavating, supplying 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 trenches, plinth, sides

of foundation etc. complete. 2.25a 527.72 CUM 700.50 3,69,666.38

8.0 Surface dressing of the ground including removing vegetation and in-

equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50

m and lift up to 1.5 m. 2.28 -

9.0 Supplying chemical emulsion in sealed containers including delivery as

specified. 2.34 -

Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2.34.1 456.00 Litre 234.75 1,07,046.00

10.0 Along external wall where the apron is not provided using chemical emulsion

@ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of

300mm including excavation channel along the wall & rodding etc. complete

With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 2.35.1.1 717.22 Sqm 38.90 27,899.86

B Concrete Work -

11.0 Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work up to plinth level 4.1

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) 4.1.5

12.0 Providing and laying damp-proof course 50mm thick with cement concrete

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

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

13.0 Extra for providing and mixing water proofing material in cement concrete

work in doses by weight of cement as per manufacturer's specification. per

14.0 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. 4.13 214.05 SQM 146.15 31,283.41

Digitally signed by JAYA

15.0 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.

C Reinforced Cement Concrete -

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

form for all heights : 5.90 -

(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 640.26 SQM 392.15 2,51,077.96

(b) Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc. 5.9.2 6.25 SQM 842.50 5,265.63

(c) Suspended floors, roofs, landings, balconies and access platform. 5.9.3 2066.25 SQM 927.25 19,15,930.31

(d) Lintels, beams, plinth beams, girders, bressumers 5.9.5 2052.55 SQM 736.40 15,11,497.82

(e) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 1717.40 SQM 961.30 16,50,936.62

17.0 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.

18.0 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.

At 1.75% of the total quantity of concrete upto plinth level -

19.0 Providing and laying in position specified grade of reinforced cement

concrete, excluding the

cost of centering, shuttering, finishing and reinforcement - All work up to

plinth level 5.1 -

Providing and laying in position ready mixed or site beached 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 add mixer 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,carrage for all leads, but excluding the cost of centring

20 ,shuttering ,finishing and reinforcement as per direction of the engineer -in- 5.33

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 then 110% of the specified mi mum 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 5.33.1.1 265.06 CUM 9504.75 25,19,328.68

(iii) R.C.C. work in Columns

All works above plinth level 5.33.2.1 622.82 CUM 9860.41 61,41,259.19

D Masonry Work -

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

designation 7.5 in foundation and plinth 6.1

Cement mortar 1:6 (1 cement: 6 coarse sand) 6.1.2 6.00 CUM 7132.25 42,793.50

22.0 Half brick masonry with non modular fly ash bricks of class designation 10,

conformingio IS :12894, in super structure above plinth upto floor V level.

23.0 Brick work with non modular fly ash bricks conforming to IS:12894, class

designation 10 average compressive strength in superstructure above plinth

level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand)

24.0 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every

third course of half brick masonry. 6.15 461.90 SQM 104.80 48,407.12

E Cladding Work -

Digitally signed by JAYA

25.0 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 of colour black, Cherry/Ruby red 8.2.2 -

26.0 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.

27.0 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 96.00 RM 568.55 54,580.80

28.0 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.

29.0 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.

(Size-300x450 )

F Wood and PVC Work -

30.0 Providing and fixing ISI marked flush door shutters conforming to IS : 2202

(Part I) nondecorative type, core of block board construction with frame of 1st

class hard wood and well matched commercial 3 ply veneering with vertical

grains or cross bands and face veneers on both faces of shutters:

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

31.0 Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position with hold

fast lugs or with dash fasteners of required dia & length ( hold fast lugs or

dash fastener shall be paid for separately). 9.1

Second class teak wood 9.1.1 2.19 CUM 142949.70 3,13,059.84

Providing and fixing aluminium handles 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 :

Providing and fixing aluminium hanging floor door stopper ISI

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

33 IS :1868) transparent or dyed to required colour or shade with 9.101 -

necessary screws etc. complete:

Twin rubber stopper 77.00 72.35 5,570.95

34 Providing & fixing bright finished brass 100mm mortice latch and 9.76 Each 854.65 -

lock with 6 levers and a pair of lever handles with necessary screws

etc. complete (Best make of approved

Providing & fixing bright finished brass night latch of approved

quality including necessary screws etc. complete 10.00 11,833.00

Providing & fixing IS:3564 marked aluminium Die cast body tubular

type universal hydraulic door closer with necessary

accessories and screws etc. complete

37 Providing and fixing aluminium sliding door bolts ISI marked 9.96 -

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:

38 Providing and fixing aluminium tower bolts ISI marked anodised 9.97 -

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed toreqired colour or shade

with necessary screws etc. -

Digitally signed by JAYA

40.0 Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/Clerestory windows & other Frames/Chowkhat

comprising of virgin PVC polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk)

and non toxic additives (maximum toxicity index of 12 for 100 gms)

fabricated with miter joints after applying PVC solvent cement and screwed

with full body threaded star headed SS screws having minimum frame

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

N (Edge), minimum compressive strength of 58 N/mm2, modulus of

elasticity 900 N/mm2 and resistance to spread of flame of Class A category

with property of being termite/borer proof, water/moisture proof and fire

retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of

required dia and length complete as per direction of Engineer-In- Charge.

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

Note: For WPC solid door/window frames, minus 5mm tolerance in

dimensions i.e depth and width of profile shall be acceptable. Variation in

profile dimensions on plus side shall be acceptable but no extra payment on

this account shall be made -

41.0 Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid plain flush door shutter of required size comprising of virgin

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

naturalfibers (wood powder/ rice husk/wheat husk) and non toxic

additives(maximum toxicity index of 12 for 100 gms) having minimum density

of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900

N(Edge), minimum compressive strength 50 N/mm2, modulus of elasticity

850 N/mm2 and resistance to spread of flame of Class A category with

property of being termite/borer proof, water/moisture proof and fire retardant

and fixing with stainless steel butt hinges ofrequired size with necessary full

body threaded star headed counter sunk S.S screws, all as per direction of

Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S

screws shall be paid separately)

42.0 Providing and fixing M.S. grills of required pattern in frames of windows etc.

with M.S. flats, square or round bars etc. including priming coat with

approved steel primer all complete. 9.48.2 4300.00 Kg 238.35 10,24,905.00

G Steel Work -

43.0 Providing and fixing in position collapsible steel shutters with vertical

channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with

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

complete with bolts, nuts, locking arrangement, stoppers,

handles, including applying a priming coat of approved steel primer.

44.0 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm

angle iron and 3 mm M.S. gusset plates at the junctions and corners, all

necessary fittings complete, including applying a priming coat of approved

steel primer 10.50 -

Using M.S. angels 40x40x6 mm for diagonal braces 10.5.1 13.00 SQM 5804.34 75,456.42

45.0 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm

thick M.S. sheet with its top surface hacked for proper bonding, top lid shall

be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round

headed screws, one lock at the corners. Clamp shall be made of 12 mm dia

M.S. bar bent to shape as per standard drawing.

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

10.28plates etc.,

including welding,

772.40 buffing, polishing

and making curvature (wherever require

47.0 Providing & fixing fly proof wire gauze to windows, clerestory windows &

doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 228.24 Sqm 844.70 1,92,794.33

48.0 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%

Digitally signed by JAYA

49.0 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

50.0 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.

51.0 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 11.31 787.08 M 191.40 1,50,647.11

52.0 Extra for Kota stone/ sand stone in treads of steps and risers using single

length above normal size up to 2.00 metre 11.32 1792.52 SQM 44.15 79,139.65

53.0 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

54.0 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 colour of Black, Cherry/Ruby Red or equivalent

55.0 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

56.0 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.

57.0 18 mm cement plaster in two coats under layer 12 mm thick cement plaster

1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3

(1 cement : 3 coarse sand) finished rough with sponge.

58.0 12 mm cement plaster of mix 13.4 -

59.0 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 13.16.1 1829.58 SQM 300.45 5,49,696.15

60.0 Finishing walls with textured exterior paint of required shade: New work

(Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming

coat of exterior primer applied @ 2.20kg/10 sqm 13.45.1 2956.74 SQM 223.60 6,61,127.96

Digitally signed by JAYA

61.0 Add for plaster drip course/ groove in plastered surface or moulding to r.c.c.

Applying priming coat: 13.50 -

62.0 With ready mixed red oxide zink chromate primer of approved brand and

manufacture on steel galvanised iron/steel works. 13.50.3 3050.00 SQM 67.40 2,05,570.00

63.0 Finishing with Deluxe Multi surface paint system for interiors and exteriors

using Primer as per manufacturers specifications 13.48 -

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75 ltr /10 sqm 13.48.1 2800.34 SQM 193.70 5,42,425.11

64.0 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.

65.0 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm 12.15

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

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

cleaning the slab surface with brushes and finally with a piece of cloth lightly

soaked in kerosene oil complete :

With residual type petroleum bitumen of grade VG -10 12.15.1 991.67 SQM 156.05 1,54,750.10

66.0 Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required. In gratings, frames, guard

bar, ladder, railings, brackets,

gates and similar works 10.25.2 2150.00 KG 172.60 3,71,090.00

67.0 Providing and fixing 1 mm thick galvalume roof sheet AZ- 150 ,660 MPA

including ridge, flashing over lapping etc complete plan area should be

measured nothing extra

shall be paid for lap, profile. ( valley creast etc) 17,89,087.50

J ALUMINIUM WORK -

68.0 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, 21.1

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 -

Anodised aluminium (anodised transparent or dyed to required shade

according to IS: 1868, Minimum anodic coating of grade 21.1.1.1

69.0 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost 21.1.2

of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately) -

Anodised aluminium (anodised transparent or dyed to required shade

according to IS: 1868, Minimum anodic coating of grade 21.1.2.1

70.0 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 21.3

engineer-in-charge . (Cost of aluminium snap beading shall be paid

With float glass panes of 5 mm thickness (weight not less than 12.50

kg/sqm) 21.3.2

less than 20 kg/sqm) -

J Water Proofing -

71.0 Grading roof for water proofing treatment with 22.14 -

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

aggregate 20mm nominal size) 22.14.1 55.42 CUM 8042.30 4,45,664.05

Digitally signed by JAYA

72.0 Providing and laying in situ seven course water proofing treatment Providing

and laying in situ seven course water proofing treatment with APP (Atactic

poly-propylene) modified Polymeric memberane over roof consisting of first

coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of

bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen

of grade 85/25 conforming

to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric

membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers

prefabricated with centre core as 20 micron HMHDPE film sandwiched on

both sides with polymeric mix and the polymeric mix is protected on both

side with 20 micron HMHDPE film. 7th, the top most layer shall be finished

with brick tiles of class designation 10 grouted with cement mortar 1:3

(1cement : 3 fine sand) mixed

with 2% integral water proofing compound by weight of cement over a 12 mm

layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of

laying brick tiles shall be paid for separately

TOTAL Civil Works 5,40,27,927.88

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos. Guest House at JNV Cuttack.

MEP Works ( Building)

S.N. DESCRIPTION OF ITEM QTY UNIT RATES AMOUNT DSR ITEM

2023 [M.R. ITEM]

Internal electrical Work

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

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed medium class PVC

1.0 conduit, with modular switch, modular plate, suitable GI 1.10

box and earthing the point with 1.5 sq.mm. FRLS PVC

insulated copper conductor single core cable etc. as

Wiring for twin control light point with 1.5 sq.mm FRLS

PVC insulated copper conductor single core cable in surface

/ recessed medium class PVC conduit, 2 way modular

2.0 switch, modular plate, suitable GI box and earthing the 1.11 294.00 Point 1,562.00 459228.00

1.5 sq.mm. FRLS PVC insulated copper conductor single

core cable etc as required.

Wiring for light/power plug with 2x4 Sq.mm FRLS PVC

insulated, copper conductor, single core cable in

3.0 surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm 1.12 550.00 Metre 334.00 183700.00

FRLS PVC insulated copper conductor single core cable for

loop earthing as required.

Wiring for light/power plug with 4x4 Sq.mm FRLS PVC

insulated, copper conductor, single core cable in

4.0 surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm 1.13 525.00 Metre 537.00 281925.00

FRLS PVC insulated copper conductor single core cable for

loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with 1.14

the following sizes of FRLS PVC insulated copper conductor,

5.0 single core cable in surface/ recessed medium class PVC

conduit as required

Supplying and fixing of following sizes of medium class 1.21

PVC conduit along with accessories in surface/recess

6.0 including cutting the wall and making good the same in

recessed conduit as required.

Supplying and fixing stepped type electronic fan regulator 1.25

on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

Supplying and fixing modular blanking plate on the existing

modular plate & switch box excluding modular plate as

Supplying and fixing following size/ modules, GI box

9.0 alongwith modular base & cover plate for modular switches 1.27

in recess etc as required.

Supplying and fixing suitable size GI box with modular

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

10.0 providing and fixing 6 pin 5/6 & 15/16 amps modular 1.32 78.00 Each 586.00 45708.00

socket outlet and 15/16 amps modular switch, connection

etc. as required.

Installation, testing and commissioning of pre-wired,

fluorescent fitting / compact fluorescent fitting of all types,

complete with all accessories and tube etc. directly on

11.0 ceiling/ wall, including connection with 1.5 sq. mm FRLS 1.41 103.00 Each 206.00 21218.00

PVC insulated, copper conductor, single core cable and

earthing etc. as required.

Installation, testing and commissioning of ceiling fan,

including wiring the down rods of standard length (upto 30

cm) with 1.5 sq. mm FRLS PVC insulated, copper

12.0 conductor, single core cable, including providing and fixing 1.45 84.00 Each 339.00 28476.00

phenolic laminated sheet cover on the fan box etc. as

Installation of exhaust fan in the existing opening,

13.0 including making good the damage, connection, testing, 1.50

commissioning etc. as required.

MCCB, MCB & DB's

Digitally signed by JAYA

Supplying and fixing following way, single pole and neutral,

sheet steel ,MCB distribution board, 240 volts, on surface/

recess, complete with tinned copper busbar, neutral

14.0 bus bar, earth bar, din bar, interconnections powder 2.3 0.00

painted including earthing etc. as required. (But

MCB/RCCB/ Isolator).

Supplying and fixing following way, horizontal type

three pole and neutral, sheet steel ,MCB distribution

board, 415 volts, on surface/ recess, complete with

15.0 tinned copper busbar, neutral bus bar, earth bar, din bar, 2.4

interconnections powder painted including earthing etc.

as required. (But with out MCB/RCCB/ Isolator).

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

C Curve, miniature circuit breaker suitable for inductive

16.0 load of following poles in the existing MCB DB 2.10

complete with connectoin testing and commissioning

etc.as required.

supplying and fixing following rating,double

17.0 pole,240 V,isolator in the existing MCB DB complete with 2.12

connectoin testing and commissioning etc.as required.

supplying and fixing following rating,four pole,415

18.0 in the existing MCB DB complete with connectoin 2.13 0.00

testing and commissioning etc.as required.

supplying and fixing following rating,double

pole,240 V,residual current circuit breaker

19.0 (RCCB),having a sensitivity currrent 30 mA in the eiting 2.14

MCB DB completed with connection ,teting commisoining

etc.as required.

20.0 EARTHING 0.00

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia

including accessories, and providing masonry enclosure

20.1 with cover plate having locking arrangement and watering 5.2 13.00 Each 6,855.00 89115.00

pipe etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50

metre below ground as strip earth electrode, including

connection/ terminating with G.I. nut, bolt, spring, washer

21.0 etc. as required. (Jointing shall be done by overlapping and 5.9 70.00 Metre 144.00 10080.00

with 2 sets of G.I. nut bolt & spring washer spaced at

Providing and fixing of Lightning Conductor finial, made of

25 mm dia 300mm ling, G.I. Tube, having single prong at

22.1 top, with 85 mm dia 6 mm thick G.I. base plate including 6.2 7.00 Each 518.00 3626.00

complete as required.

Providing and fixing G.I. Tape 20mmx3mm thick on

22.2 parapat or surface of the wall for lightning 6.7 240.00 Mtr 126.00 30240.00

conductor complete as required. (for Horizontal Run).

Providing and fixing G.I. Tape 20mmx3mm thick on

22.3 parapat or surface of the wall for lightning 6.8 96.00 Mtr 197.00 18912.00

conductor complete as required. (for Vertical Run).

Earthing with G.I. Earth Pipe 4.5 Meter long , 40mm

dia including accessories, and providing massonry

22.4 enclosure with cover plate having locking arragement 5.2 6.00 Each 6,855.00 41130.00

and watering pipe etc. with

charcoal/cock and salt as required.

Supplying and laying 25 mm X 5 mm GI strip at 0.50

meter below ground/surface as strip earth electrode,

22.5 including connection/ terminating with nut, bolt, spring, 5.9 60.00 Mtrs. 144.00 8640.00

washer etc. as required (Jointing shall be done by

overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50 mm)

Providing and fixing 6 SWG dia G.I. wire on surface

23.0 or in recess for loop earthing along with existing 5.18 14.00 Meter 42.00 588.00

recessed conduit/ submain wiring/ cable as required.

Supply, Installation, Testing & Commissioning of

24.0 recessed type down lighter complete with lamps & NS-2 18.00 Each 1,272.00 22896.00

accessories 18 W LED

Supply, Installation, Testing & Commissioning of

25.0 recess type 2x2, 36watt LED Light Fixtures complete with NS-3 18.00 Each 5,469.00 98442.00

lamps & accessories.

Digitally signed by JAYA

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 Factornot less than 0.9,

Service Value (CM/M/W) minimum 6.00, Air delivery

minimum 210 Cum/Min , 350 RPM (tolerance as per IS :

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

regulator unit for speed control and all remaining

accessories including safety pin, nut bolts,washers,

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

resistance more than 2 mega ohm, suitable for 230 V, 50

Hz, single phase AC Supply, earthing etc. complete as

Supplying of approved make Exaust Fan of the following

size and its all accessories suitable for operation on 230V

27.0 single phase, 50 Hz, AC supply complete as required.-450 NS-4 126.00 Each 1,703.00 214578.00

Laying of I no. PVC insulated and and PVC sheathed /XLPE

power cable of 1.1 KV grade of following size direct in

ground including excavation snad cushioning, D.S.R. 7.1

protective covering and refilling the

trench etc as required.

Above 35 Sq. mm. and up to 95 Sq. mm 7.1.2 350.00 Mtr 405.00 141750.00

Above 95 Sq. mm. and up to 185 Sq. mm 7.1.3 175.00 Mtr 422.00 73850.00

1.1 KV Cable End Termination:-Supplying and making

indoor cable end termination with brass double

compression gland and aluminium lugs for following size of DSR 9.1

PVC insulated XLPE Al. Ar. Cable

of 1.1 KV grade as required.

Providing, laying and fixing following dia G.I. pipe

(medium class) in ground complete with G.I. fittings

including trenching (75 cm deep)and re-filling etc. as

Supply, installation, testing & commissioning of cubical

type LT panel suitable for 415 V, 3 Phase, 4 Wire 50 Hz AC

supply system having front surface area as per G.A

Drawing, fabricated in compartmentalized (preferably)

design from CRCA sheet steel of 2 mm thick for frame work

and covers, 3 mm thick for gland, plates i/c cleaning &

finishing complete with 9 tank process for powder coating

in approved shade, having 400 Amp capacity extensible

type 4P Aluminium alloy bus bars of high conductivity,

DMC / SMC bus bar supports, with short circuit withstand

capacity of 31 MVA for 1 Sec., bottom base channel of MS

section not less than 100 mm X 50 mm x 5 mm thick,

fabrication shall be done in transportable sections entire

panel shall have a common copper earth bar of size 25 mm

x 5 mm at the rear with 2 Nos. earth stud, solid

connections from main bus bar to switch gears with

required size of Al. bus bars and control wiring with sq.

mm. PVC insulated copper conductor S/C cable, cable

alleys, cable gland plates in two half, i/c providing

following switch gears :-

1 No. 160Amp Four Pole Moulded Case Circuit Breaker of

25 KA (Ics Value) .

160/5A class 1, 5VA CTS 1NO Digital multifunction meter

1 Set of phase indicating lamps with single pole MCB.

1 Set of Breaker 'ON' & 'OFF' / TRIP indicating lamps.

200 Amp 4P Aluminium busbar with coloured heat

shrinkable sleeve.

Providing and fixting of 6 Nos. 63 Amp 4P MCB of 10KA

Panel described as above

Digitally signed by JAYA

DSR- AMOUNT DSR AMOUNT

B Sanitary Installations 2023

QTY UNIT RATES

ITEM [M.R. ITEM]

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

1.1 and fixtures complete, including cutting and making 17.1.1 29 Each 6767.40 196254.60

good the walls and floors wherever required: White

Vitreous china Orissa pattern

W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing white vitreous china pedestal type

closet (European type W.C. pan) with seat and lid, 10 litre

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

1.2 manually controlled device (handle lever), conforming to IS 17.2.1 17 Each 6973.59 118551.03

7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing wash basin with C.I. brackets, 15 mm

C.P. brass pillar taps, 32 mm C.P. brass waste of standard

2.0 pattern, including painting of fittings and brackets, 17.7

cutting and making good the walls wherever require :

White Vitreous China Wash basin size 630x450 mm with a

single 15 mm C.P. brass pillar tap

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

kitchen sink as per IS : 13983 with C.I. brackets and

3.0 stainless steel plug 40 mm, including painting of 17.10

fittings and brackets, cutting and making good the walls

wherever required :

Providing and fixing CP Brass 32mm size Bottle Trap

of approved quality & make and as per the direction

Engineer-in-charge.

Providing & fixing PVC waste pipe for sink or wash 17.28

basin including PVC waste fittings complete

5.1 Semi rigid pipe 17.28.1

Providing and Fixing of C.P. Brass Shower set comprising

7.0 One No. CP brass Single Lever Concealed Diverter . 60 Each 1608.00 96480.00

8.0 One No. CP brass OH shower head & Shower Arm .

9.0 One No. CP brass Bath Spout. 16 Each 804.00 12864.00

Including cutting and making good the walls

Shower set as described above.

Providing and fixing 600 x 450mm bevelled edge mirror of 17.31

superior glass (of approved quality) complete with

10.0 6mm thick hard board ground fixed to wooden cleats

brass screws and washers complete.

11.0 Providing and fixing toilet paper holder : 17.34

Providing and fixing PTMT towel rail complete with brackets 17.73

12.0 wooden cleats with CP brass screws with concealed fittings

arrangement of approved quality and colour.

600 mm long towel rail with total length of 645 mm, width

78 mm and effective height of 88 mm, weighing not

less than 190 gms

Providing and fixing health faucet with 1 m long NS-6

tube and wall hook including all fittings approved quality.

Providing & fixing CP brass bib cock of approved 18.49

14.0 quality -

conforming IS 8931:

Providing and fixing C.P. brass long body bib cock of

approved quality conforming to IS standards and weighing

not less than 690 gms.

Providing and fixing CP brass angle valve for basin

16.0 mixer and geyser points of approved quality confirming IS: 18.53 -

17.0 WATER SUPPLY -

Digitally signed by JAYA

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold water

supply, including all CPVC plain & brass threaded fittings,

17.1 including fixing the pipe with clamps at 1.00 m spacing. 18.7 -

This includes jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints complete as

per direction of

Engineer in Charge.

18.0 Internal work - Exposed on wall -

18.1 20 mm nominal outer dia Pipes 18.7.2 525 Metre 325.96 171129.00

18.2 25 mm nominal outer dia Pipes 18.7.3 525 Metre 390.71 205122.75

18.3 32 mm nominal outer dia Pipes 18.7.4 525 Metre 504.74 264988.50

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

19.0 jointing of pipes & fittings with one step CPVC solvent 18.8 -

cement and the cost of cutting chases and making good

the same including testing of joints complete as per

Concealed work, including cutting chases and making good

19.1 the walls etc. -

19.2 20 mm nominal outer dia Pipes 18.8.2 630 Metre 523.08 329540.40

Providing and placing on terrace (at all floor

levels) polythene water storage tank of approved

20.0 brand and manufacture with cover and suitable 18.48 46000 Litre 10.70 492200.00

locking arrangement and making necessary holes for inlet

, outlet and overflow pipes but without fittings and the

base support for tank.

Providing and fixing forged brass ball valve of brass NS-7

body with hard chrome plated steel ball inside PTFE

21.0 (Teflon) seat & ring with chrome plated centre handle

with female BSP

threads complete in all respects.

21.1 20 mm nominal bore NS-7-1 78 Each 347.00 27066.00

21.2 25 mm nominal bore NS-7-2 78 Each 475.50 37089.00

21.3 32 mm nominal bore NS-7-3 78 Each 745.00 58110.00

21.4 40 mm nominal bore NS-7-4 78 Each 1290.00 100620.00

21.5 50 mm nominal bore NS-7-5 78 Each 1820.00 141960.00

22.0 INTERNAL DRAINAGE

Providing and laying cement concrete in 1:2:4 ( 1cement : 4.1.3

2 Coarse sand : 4 graded stone aggregate 20 mm nominal

size ) and curing complete, including cost of form work.

Providing and fixing to the inlet mouth of rain water

23.0 pipe cast iron grating 15 cm diameter and weighing not 12.44 90 Each 54.7 4923.00

less than 440 grams.

Providing, fixing, jointing and testing in position of

ISI marked UV stabilized UPVC pipes for soil,

waste, and vent, Type-B as per IS : 13592 suitable

for rubber ring joints for vertical pipes and solvent

cement joints for horizontal pipes, including all

neccessary specials and fittings (confirming to

IS:14735) i.e. bends, tees, junctions (with or without

doors), reducers, WC connectors, couplers, cowels,

clamps, long radius / swept bend at bottom of pipe,

24.0 (All connections from horizontal to vertical stacks must be

through swept type fitting) hangers, rubber rings, clean

outs, C P Grating for any waste connection from washing

machine etc. fixing at wall / ceiling / floor level

supported by clamp & hangers etc. inside duct /

suspended from floor under false ceiling for proper

completion of the work. The rubber ring shall confirm

to IS:5382. (Make : Supreme / Astral / Ashirwad /

Finolex) (Pipe support : Intellotech / Easyflex / Chilly)

Providing, fixing, jointing and testing in position ISI

marked (IS:4985) UPVC pipes of min 6 Kg/ Sq cm

rating with fitting for waste pipe from fixtures to floor

trap including reduces, enlarger, socket, couplers,

25.0 bends, tees etc including fixing at wall/ ceiling level NS-8

supported by clamp & hangers etc. The work includes

cutting holes in wall/ floors/ slabs and making good the

same with cement concrete 1:2:4 complete as

required. (Make : Supreme / Astral /

Providing & fixing UPVC Floor trap of self cleansing design

with CP Jali complete in all respects. (Make :

Astral / Ashirwad / Finolex)

S-Trap type Floor Trap 110 x 110 mm (50 mm seal) NS-9-1

P-Trap type Floor Trap 110 x 110 mm (Long type - 50 mm NS-9-2

Digitally signed by JAYA

Providing and fixing uPVC agricultural pipes conforming to

IS:4985 (6 kg/sqcm) including all fittings, e.g.

27.0 couplings, tees, bends, reducers and screwed adoptors NS-10

jointing with solvent cement joint as per

recommendations. [for Rain Water Pipes]

Providing and fixing cast brass floor clean out plug

with suitable insert keys for opening, male threaded joint

28.0 with GI threaded socket drip seal to soil / waste pipe of CI NS-11 58 Each 664.00 38512.00

pipe as required complete as per drawing approved

direction of engineer in charge.-100 mm dia

Providing, laying and jointing glazed stoneware pipes class 19.1

SP-1 with stiff mixture of cement mortar in the proportion

29.0 of 1:1 (1 cement : 1 fine sand) including testing of -

etc. complete :

Providing, laying and jointing HDPE Double Wall Coil

(DWC) SN-8 Grade pipes confirming to IS: 16098

including all fittings wherever required e.g., tees, bends of

30.0 any degree, couplings, adapters, plugs, unions etc. and NS-12 -

jointing as manufacturer recommondation etc.

including testing of

joints etc. complete.

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden

Residence and 01 nos. Guest House at JNV Cuttack.

ABSTRACT OF COST

Septic Tank ( for 100 Users) DSR Quantity Unit Rate Amount

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

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

10 sqm on plan) including disposal of excavated

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

levelled and neatly dressed. 2.6

All kinds of soil 2.6.1 48.000 CUM 260.30 12,494.40

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

in excavation /

banking excavated or stacked materials.

All kinds of soil 2.26.1 12.660 CUM 126.80 1,605.29

Supplying and filling in plinth with sand under

floors, including watering, ramming, 2.27 2.360 CUM 2123.75 5,012.05

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level

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

aggregate 40 mm nominal size) 4.1 3.420 CUM 6812.00 23,297.04

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)

All works upto plinth level 11.650 CUM 9045.75 1,05,382.99

Centering and shuttering including strutting, propping

etc. and removal of form for all heights :

Lintels, beams, plinth beams, girders, bressumers

and cantilevers 5.9.5 5.420 SQM 736.40 3,991.29

Suspended floors, roofs, landings, balconies and

access platform 5.9.3 29.360 SQM 927.25 27,224.06

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing inposition

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars TMTC-500-8mm

Digitally signed by JAYA

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each

8.0 deposited layer by ramming

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

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

9.0 modular) bricks of class designation 7.5 in

foundation and plinth in: 6.1

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 12.200 SQM 7132.25 87,013.45

Half brick masonry with non modular fly ash bricks of

class designation 10, conformingio IS

10.0 :12894, in super structure above plinth and upto floor

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

11.0 12 mm cement plaster of mix : 13.4

12.0 Neat cement punning 13.18 65.760 SQM 79.95 5,257.51

Supplying and fixing C.I. cover without frame for

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

the weight of the cover to be not less than 108 kg

Making soak pit 2.5 m diameter 3.0 m deep with

45x45 cm dry brick honey comb shaft with bricks and

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

complete as per standard

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

of class designation 7.5 19.32.1 2.000 EACH 26861.90 53,723.80

G. Total For ( 2 No's) 9,89,818.44

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

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

1.0 10 sqm on plan) including disposal of excavated

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

levelled and neatly dressed. 2.6

All kinds of soil 2.6.1 16.000 CUM 260.30 4,164.80

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

in excavation /

banking excavated or stacked materials.

All kinds of soil 2.26.1 4.000 CUM 126.80 507.20

Digitally signed by JAYA

Supplying and filling in plinth with sand under

floors, including watering, ramming, 2.27 1.000 CUM 2123.75 2,123.75

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level

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

aggregate 40 mm nominal size) 4.1 1.500 CUM 6812.00 10,218.00

Providing and laying in position machine batched

and machine mixed design mix M-25 grade cement

concrete for reinforced cement concrete work, using

cement content as per approved design mix,

including pumping of concrete to site of laying but

excluding the cost of centering, shuttering, finishing

and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to

accelerate, retard setting

of concrete, improve workability without impairing

strength and durability as per direction of

Engineer-in-charge.

(Note :- Cement content considered in this item is @

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

mix is payable/recoverable separately).

All works upto plinth level 5.33.1 5.000 CUM 9504.75 47,523.75

Lintels, beams, plinth beams, girders, bressumers

and cantilevers 5.9.5 2.000 SQM 736.40 1,472.80

Suspended floors, roofs, landings, balconies and

access platform 5.9.3 10.000 SQM 927.25 9,272.50

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing inposition

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars TMTC-500-8mm

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each

8.0 deposited layer by ramming

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

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

9.0 modular) bricks of class designation 7.5 in

foundation and plinth in: 6.1

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 5.000 SQM 7132.25 35,661.25

Digitally signed by JAYA

Half brick masonry with non modular fly ash bricks of

class designation 10, conformingio IS

10.0 :12894, in super structure above plinth and upto floor

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

11.0 12 mm cement plaster of mix : 13.4

12.0 Neat cement punning 13.18 30.000 SQM 79.95 2,398.50

Supplying and fixing C.I. cover without frame for

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

the weight of the cover to be not less than 108 kg

Making soak pit 2.5 m diameter 3.0 m deep with

45x45 cm dry brick honey comb shaft with bricks and

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

complete as per standard

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

of class designation 7.5 19.32.1 2.000 EACH 26861.90 53,723.80

Total Total 2,35,551.55

G. Total For (3 No's) 7,06,654.65

Total for 5 Nos 1696473.093

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos. Guest House at JNV Cuttack.

Construction of cement concrete pavement

SI No. Description DSR Quantity Unit Rate Amount

1 Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal

of rubbish upto a distance of 50 m outside the periphery of the area cleared.

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

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

dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil

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

All kinds of soil.

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

etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming

and watering, lead upto 50 m and lift upto 1.5 m. 2.25 148.641 cum 196.00 29,133.73

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

ramming,consolidating and dressing complete. 2.27 49.547 Cum 2123.75 1,05,225.78

7 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 16.1 495.472 Sqm 218.90 1,08,458.73

after excavating earth to an average of 22.5 cm depth, dressing to camber and

8 Construction of granular sub-base by providing close graded Material conforming to 16.78

specifications,

With mixing in ato

material conforming mechanical mix plant

Grade-III (size rangeat26.5

to 0.075 mixed material

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse 89.185 Cum 4148.65 3,69,996.89

and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25

10 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching

plant. The ready mixed concrete shall be laid and finished with screed board vibrator ,

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

complete as per specifications and directions of Engineer-in-charge. (The panel shuttering

work shall be paid for separately)

Cement Concrete Road Total Total 18,97,469.51

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos. Guest House at JNV Cuttack.

Construction of External Drainage

SI No. Description DSR Quantity Unit Rate Amount

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

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

dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil

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

All kinds of soil.

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 2.25 0.000 cum 196.00 -

etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming

3 Supplying and filling in plinth with sand under floors, including watering, 2.27 16.996 Cum 2123.75 36,094.19

ramming,consolidating and dressing complete.

4 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone 4.1.3 25.493 CUM 7878.50 2,00,848.57

aggregate 20 mm nominal size derived from natural sources)

5 Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1.2 50.987 cum 7132.25 3,63,648.46

designation 7.5 in foundation and plinth in:

6 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7 135.964 SQM 361.30 49,123.79

1:4 (1 cement: 4 fine sand) 13.7.2

External Drainage Total Total 7,02,802.15

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos. Guest House

at JNV Cuttack.

External Water supply

DSR-2023 UNIT QUANTITY RATES DSR AMOUNT NSOR AMOUNT

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

1 fittings including trenching and refilling etc.

2 50 mm dia nominal bore 18.12.6 Metre 228.55 762.15 174189.3825

3 65 mm dia nominal bore 18.12.7 Metre 185.32 896.6 166157.912

4 80 mm dia nominal bore 18.12.8 Metre 118.3 1041.7 123233.11

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

corrosive bitumastic paint of approved quality :

6 50 mm dia nominal bore 18.40.6 Metre 228.55 30.5 6970.775

7 65 mm dia nominal bore 18.40.7 Metre 185.32 37.85 7014.362

8 80 mm dia nominal bore 18.40.8 Metre 118.3 44 5205.2

Providing and filling sand of grading zone V or 18.41

9 coarser grade, allround the G.I. pipes in external

10 50 mm dia nominal bore 18.41.6 Metre 228.55 173.25 39596.2875

11 65 mm dia nominal bore 18.41.7 Metre 185.32 273.45 50675.754

12 80 mm dia nominal bore 18.41.8 Metre 118.3 281.8 33336.94

Constructing masonry 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

13 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) 12mm thick, finished with a floating

coat of neat cement complete as per standard

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

designation 7.5 5 1992.6 9963

Constructing masonry Chamber 60x60x75 cm 18.33

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

: 4 coarse sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter

and 180 mm deep ( inside) with chained lid and RCC

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

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

15 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 modular) bricks 18.33.1

of class designation 7.5

Constructing masonry Chamber 90x90x100 cm 18.34

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

: 4 coarse sand) for sluice valve, with C.I. surface

box 100 mm top diameter, 160 mm bottom diameter

and 180 mm deep (inside) with chained lid and RCC

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

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

necessary excavation, foundation concrete 1:5:10 (1

16 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 modular) bricks 18.34.1

of class designation 7.5

Providing and fixing G.I. Union in G.I. pipe including 18.46

cutting and threading the pipe and making long

screws etc. complete (New work) :

18 50 mm dia nominal bore 18.46.6 Each 4 823.8 3295.2

19 65 mm dia. nominal bore 18.46.7 Each 3 1136.8 3410.4

20 80 mm dia. nominal bore 18.46.8 Each 2 1207.95 2415.9

Digitally signed by JAYA

Supplying, fixing, testing and commissioning of 18.11

butterfly valve of PN 1.6 rating with bronze/gunmetal

seat duly ISI marked complete with nuts, bolts,

washers, gaskets conforming to IS 13095 of

following sizes as required

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

approved quality with

25 bolts, nuts, rubber insertions etc. complete (The tail

pieces, tapers etc if

required will be paid separately) :

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and

01 nos. Guest House at JNV Cuttack.

External Electrification

S.no Item no EXTERNAL LIGHTING WORK Units No Rate DSR Non DSR

Supplying & making of end terminations with

brass compression gland and Al. lugs for

1.0 9.1 following sizes of PVC insulated and PVC

sheathed/ XLPE Al. conductor cable of 1.1 KV grade

1.1 9.1.1 2 X 6 sq. mm (19mm) (For road street light) Each 14.00 240.00 3,360.00

Providing and fixing 6 SWG dia G.I. wire on surface

or in recess for loop earthing with existing

2.0 5.18 surface/ recessed conduit/ submain wiring/ cable Mtr 14.00 42.00 588.00

(For Street light pole)

Earthing with G.I. earth pipe 4.5 metre long, 40 mm

dia including accessories, and providing masonry

3.0 5.20 enclosure with cover plate having locking Each 2.00 6855.00 13,710.00

arrangement and watering pipe etc. with charcoal/

coke and salt as required.

Erection of metallic pole of following length in

cement concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal

size) foundation including excavation and refilling

Above 4.5 metre and upto 6.5 metre (For Road

Supplying and drawing following sizes of FRLS PVC

insulated copper conductor, single core cable in

the existing surface/recessed steel/

PVC conduit as required.

5.1 1.17.12 3 x 2.5 sq. mm (For Road street light) Mtr 287.80 137.00 39,428.60

Supply of Single bracket type GI sewaged

tubular pole of 6 Metre Pole (Above Ground) with

Top-70 mm, bottom-135 mm, Base Plate

220x220x12 mm, PCD-225 mm, Foundation Bolts-

M20X700 - 4 Nos., Single arm Bracket - 1 mtr long,

with 48.3 mm OD pipe suitable for LED fitting. The

pole shall be provided with suitable base plate

arrangement for fixing on pedestal and looping

box complete with MCB, brass connectors etc

complete as required. The street lighting pole shall

be in accordance with IS 2713.

(For Road street light)

Supplying and fixing of Street light fixture 45

Watts LED complete with glass cover etc. (Wipro

and equivalent).

(For Road street light)

TOTAL SUM 2,27,865.60

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos.

Guest House at JNV Cuttack.

External Seweage

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

B SUBHEAD OF EXTERNAL PLUMBING WORKS

Providing and fixing square mouth S.W. gully trap grade

'A' complete with C.I. Grating brick masonary chamber

with bricks of class designation 75 and water tight

C.I. Cover with frame of 300x300 mm size (inside)

the weight of cover to be not less than 4.50 kg and

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

19.4 .1 100x100 mm size P type

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

class designation 7.5

Constructing brick masonary road gully chamber

50x45x60 cm with bricks of class designation 75 in

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

19.27 including 500x450 mm

precast RCC horizontal grating with frame complete as

per standard design .

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

class designation 7.5

Constructing brick masonry chamber for underground

C.I. inspection chamber and bends with bricks in cement

mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with

frame (light duty) 455x610 mm internal dimensions,

total weight of cover with frame to be not less than 38

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

R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand

1.03 19.30 : 3 graded stone aggregate 20 mm nominal size),

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

graded stone aggregate 40 mm nominal size), inside

plastering 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand), finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

per standard design:

Inside dimensions 455x610 mm and 45 cm deep for

single pipe line : With common burnt clay F.P.S. (non

bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber

For 455x610 mm size With common burnt clay F.P.S.

19.31.1.1 (non modular) bricks of class Each 8 6117 48,936.00

designation 7.5

Digitally signed by JAYA

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

: 5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) up to haunches of RCC. pipes including bed

concrete as per standard design :

a) 19.3.2 150 mm diameter S.W. pipe metre 261 743.1 1,94,023.41

b) 19.3.4 250 mm diameter S.W. pipe metre 236 1016.9 2,40,151.10

TOTAL SEWER & STORM WORKS

Grand Total 7,67,710.86

Grand Total 7,67,710.86

Digitally signed by JAYA

Construction of 0.50-unit Boys dormitory, 0.75-unit Girl’s dormitory, 01 nos. Principal Residence, 02 nos. Warden Residence and 01 nos. Guest House at

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

H SUBHEAD OF BOREWELL

1.00 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata

chart/ bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the job, all

complete as per direction of Engineer -in-charge, up to 90 metre

23.1.1 All Types of Soil

2.00 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata

chart/ bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the job, all

complete as per direction of Engineer -in-charge, beyond 90

metre & upto 150

metre depth below ground level.

23.2.1 All Types of Soil

3.00 23.3 Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe of

required dia, conforming to IS: 12818, including required hire and

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer -in-charge.

a) 23.3.3 200 mm nominal size dia Metre 60.00 1113.35 66801.00

4.00 23.4 Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS) pipes

with ribs, conforming to IS: 12818, including hire & labour charges,

fittings & accessories etc. all complete, for

all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia Metre 40.00 1255.70 50228.00

5.00 23.8 Gravel packing in tubewell construction in accordance with IS:

4097, including providing gravel fine/ medium/ coarse, in required

grading & sizes as per actual requirement, all complete as per

direction of Engineer-in-charge.

6.00 23.12 Development of tube well in accordance with IS : 2800 (part I)

and IS: 11189, to establish maximum rate of usable water yield

without sand content (beyond permissible limit), with required

capacity air compressor, running the compressor for required time till

well is fully developed, measuring yield of well by "V" notch method

or any other approved method, measuring static level & draw down

etc. by step draw down method, collecting water samples &

getting tested in approved laboratory, i/c disinfection of tubewell,

all complete, including hire & labour charges of air compressor,

tools & accessories etc., all as per requirement and direction of

Engineer-in-charge.

7.00 23.13 Providing and fixing suitable size threaded mild steel cap or spot

welded plate to the top of bore well housing/ casing pipe,

removable as per requirement, all

complete for borewell of:

Digitally signed by JAYA

8.00 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/

housing pipe of tubewell as per IS: 2800 (part I), including necessary

bolts & nuts of required size

9.00 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

assembly of tubewell as per IS:2800 (part I).

10.00 DSR-2022 Providing, laying, testing & commissioning of 'B' class heavy

E&M. 18.8 duty G.I. pipe conforming to IS 1239 including welding, fittings like

elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the

pipe on the wall/ceiling with suitable clamp/support frame and

painting with two or more coats of synthetic enamel

paint of required shade complete as required :

11.00 DSR-2022 Supplying, fixing, testing and commissioning of butterfly valve of PN

E&M-18.11 1.6 rating with bronze/gunmetal seat duly ISI marked complete with

nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes

12.00 DSR-2022 Providing, installation, testing and commissioning of non-return valve

E&M-18.14 of following sizes confirming to IS: 5312 complete with rubber

gasket, GI bolts, nuts, washers

etc.as required :

13.00 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,

with C.I. surface box 100mm top diameter, 160 mm bottom

diameter and 180 mm deep ( inside) with chained lid and RCC top

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

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

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

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

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

neat cement complete as per standard design :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class Metre 2 10862.40 21724.80

designation 7.5

14.00 DSR-2022 Supplying and drawing following sizes of FRLS PVC insulated

E&M-1.17 copper conductor, single core cable in the existing surface/ recessed

steel/ PVC conduit as required.

Digitally signed by JAYA

15.00 NON DSR Supplying & installation submersible pumping motor pumpsets ISI

marked of approved make. including starter, equivalent, making

connection suitable for tube- well/D.C.B. The job includes screwing

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

fittings accessories with riser pipes jointing of electrical cables

other connections making switch board electrical connections, all

labour for testing of submersible pump and supply of water to

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

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

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

with complete accessories like DOL starter, ammeter, voltmeter,

single phasing preventer and all motor protection arrangement,

earthing complete in all respect as per entire satisfaction and

direction of Engineer-in-charge.

ALL SUB-HEAD TOTAL 4,44,651 1,18,273

Sub TOTAL 5,62,924

Digitally signed by JAYA