Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri (Odisha)

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest

House at JNV Puri (Odisha)

SUMMARY OF COST

Sl. Description Amount on Amount on Amount on

No. DSR-2023 DSR-2022 Non- DSR

(In Lacs.) (In Lacs.) (In Lacs.)

A Civil Work 1,47,16,834.91

Internal Electrical 23,71,195.50 6,75,056.36

Internal Plumbing 9,54,609.67 3,98,062.62

B External Development Work

1 Septic Tank 3,17,946.49

2 Electrical works 1,32,137.40 1,73,484.00

3 External Water Supply 6,89,565.15

5 Internal Pathway

6 External Drainage 8,00,093.70

7 Sewer Line & Storm Works 4,62,788.70

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri (Odisha)

S.N. DESCRIPTION OF ITEM Total Qty UNIT RATES AMOUNT DSR ITEM

2023 [M.R. ITEM]

1.0 Note: The contractor shall drill minimum 2 number bores upto 30 mts

depth of 150mm diameter on the land before commencement of works

to obtain the Soil Bearing Capacity including Liquefaction potential

Pile Foundation

2.0 Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below

the pile cap, to carry a safe working load not less than specified,

excluding the cost of steel reinforcement but including the cost of

boring with bentonite solution and temporary casing of appropriate

length for setting out and removal of same and the length of the pile to

be embedded in the pile cap etc. by percussion drilling using Direct

mud circulation (DMC) or Bailer and chisel technique by tripod and

mechanical Winch Machine all complete, including removal of

excavated earth with all its lifts and leads (length of pile for payment

shall be measured up to bottom of pile cap). 20.2

Pile load testing

Vertical load testing of piles in accordance with IS 2911 (Part IV)

including installation of loading platform by Kentledge/Anchor piles

method and preparation of pile head or construction of test cap and

dismantling of test cap after test etc. complete as per specification &

the direction of Engineer in-charge.

Note: 1. Initial and Routine Load Test shall not be carried out by

Dynamic method of testing.

Note: 2. Testing agency shall submit the design of loading platform for

the approval of Engineer-in-charge 20.60

Single pile upto 50 tonne Safe capacity 20.6.1

Initial test (Test Load 2.5 times the Safe capacity) 20.6.1.1 1.000 Each 54771.50 54,771.50

Routine test (Test Load 1.5 times the Safe capacity) 20.6.1.2 1.000 Each 19632.40 19,632.40

Lateral load testing of single pile in accordance with IS Code of practice IS : 2911

(Part IV) for determining safe allowable lateral load on pile : 20.80 -

Upto 50 tonne capacity pile 20.8.1 1.000 Each 19632.40 19,632.40

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

means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on

plan) including getting out and disposal of excavated earth lead upto 50 m and for

all lift, as directed by Engineer-in charge.

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

excavated or stacked materials. 2.26

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 m.

All kind of soil 2.10.1

Pipes, cables etc, not exceeding 80 mm dia. 2.10.1.2 96.356 Metre 352.15 33,931.77

6.0 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.

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

ramming,consolidating and dressing complete. 2.27 38.730 CUM 2123.75 82,253.37

8.0 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.

9.0 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.

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

Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2.34.1 59.500 Litre 234.75 13,967.63

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

treatment (excluding the cost of chemical emulsion) 2.35 -

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 2.35.1.1 170.000 Metre 38.90 6,613.00

C Concrete Work -

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

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

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

stone aggregate 40 mm nominal size derived from natural sources) 4.1.6

13.0 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).

14.0 Extra for providing and mixing water proofing material in cement concrete work in per 50kg

doses by weight of cement as per manufacturer's specification. 4.12 21.259 cement 18.15 385.84

Digitally signed by JAYA

15.0 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

16.0 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

D Reinforced Cement Concrete -

17.0 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. 5.9.1 255.272 SQM 392.15 1,00,104.91

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

plinth and string courses etc. 5.9.2 SQM 842.50 -

(c) Suspended floors, roofs, landings, balconies and access platform. 5.9.3 434.329 SQM 927.25 4,02,731.33

(d) Lintels, beams, plinth beams, girders, bressumers 5.9.5 414.555 SQM 736.40 3,05,278.30

(e) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 324.484 SQM 961.30 3,11,926.47

18.0 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. 5.22.6 6012.200 Kg 107.85 6,48,415.77

19.0 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. 5.22.A.6 7021.550 Kg 107.85 7,57,274.17

20.0 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; 5.33

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. -

(I) All works upto plinth level 5.33.1 102.063 CUM 9504.75 9,70,078.55

All works above plinth level 5.33.2 101.729 CUM 9860.40 10,03,083.70

E Masonry Work -

21.0 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS:

cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth 9.36 17.085 CUM 7197.75 1,22,973.56

Cement Mortar 1:4 ( 1 cement : 4 coarse sand) 9.36.1 -

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. 6.13.2 200.192 SQM 1123.80 2,24,975.77

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

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. 6.15 199.376 SQM 104.80 20,894.60

F Cladding Work -

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

Granite stone slab of colour black, Cherry/Ruby red 8.2.2 -

26.0 Area of slab over 0.50 sqm 8.2.2.2 SQM 5136.30 -

27.0 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. -

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. 8.5 11.050 EACH 978.70 10,814.64

G Wood and PVC Work -

29.0 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: 9.21 -

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

30.0 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001

(Part B) in factory made frames of doors, windows, clerestory windows and other

frames, wrought framed and fixing in position with hold fast lugs or with dash

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

Digitally signed by JAYA

31.0 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

with necessary screws etc. complete : 9.10 -

32.0 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 -

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

and a pair of lever handles with necessary screws etc. complete (Best make of

34.0 Providing & fixing bright finished brass night latch of approved quality including

necessary screws etc. complete 9.78 9.350 Each 1183.30 11,063.86

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

hydraulic door closer with necessary

accessories and screws etc. complete 9.83 39.950 Each 1124.85 44,937.76

36.0 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic 9.96

coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required

shade with nuts and screws etc. complete: -

37.0 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not 9.97

less than grade AC 10 as per IS : 1868 ) transparent or dyed toreqired colour or

with necessary screws etc. -

38.0 Providing and fixing factory made uPVC glazed/wire mesh windows/doors

comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler

(where ever required) extruded profiles having minimum wall thickness of 1.70 mm

for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles

conforming to EN: 12608 in any shape, colour and design duly reinforced with

galvanized mild steel section made of required shape & size as per CPWD

Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor

(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304

grade fasteners of minimum 8 mm dia with countersunk head, comprising of

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

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

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

fusion welded/mechanically jointed duly sealed at all corners, including drilling of

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

between frame and adjacent finished wall shall be filled with weather proof silicon

sealant over backer rod of approved size and quality, all complete as per approved

drawing conforming to CPWD specification & direction of Engineer-in-Charge.

Section of steel reinforcement and cross sections of uPVC profiles to be as per

design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/

laminated/ double glass unit with / without high performance coatings as per design

requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.

Note:- Structural design proof checked from a Government Engineering Institute, to

be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as

per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds

Two track two panels sliding window with Aluminium channel for roller track, wool

pile, nylon rollers with SS 304 body. -

Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm &

above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with 9.147.A1.1

hook (Height upto 1.2 metre). -

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall

thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at

corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square

tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square 9.119 92.395 M 492.70 45,523.02

tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the

frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,

complete as per manufacturer’s specification and direction of Engineer-in-Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made

out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and

15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm thick heat

moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side

forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be

flat and 20 mm shall be tapered in 45 degree on the inner side to form top and

bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20

mm shall be tapered on both sides to form lock rail.

30 mm thick pre laminated PVC door shutters 9.120.2 27.328 SQM 3663.80 1,00,122.49

41.0 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. 9.48.2 705.500 Kg 238.35 1,68,155.93

H Steel Work -

42.0 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. 10.30 15.700 SQM 11439.60 1,79,596.00

Digitally signed by JAYA

43.0 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 10.25.2 204.000 KG 172.60 35,210.40

44.0 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.

45.0 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-

46.0 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with

M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 45.178 Sqm 844.70 38,161.43

47.0 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

48.0 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 @ 3.3 kg/

sqm including grouting the joints

with white cement and matching pigments etc., complete. 11.41 211.500 SQM 3186.70 6,73,987.05

Size of Tile 500x500 mm 11.41.1 -

49.0 Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of

steps, laid with cement based high polymer modified quick set tile adhesive (water

based) conforming to IS: 15477, in average 6 mm thickness, including grouting of

joints (Payment for grouting of joints to be made separately).

50.0 Providing and laying flamed finish Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building all complete as per

the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick

base of cement mortar 1:4 (1 cement : 4coarse 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.

51.0 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 8.31

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

52.0 Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking

metal grid of hot dipped galvanized steel sections ( galvanized @

120 grams/ sqm, both side inclusive) consisting of main "T" runner

with suitably spaced joints to get required length and of size 24x38

mm made from 0.30 mm thick (minimum) sheet, spaced at 1200

mm center to center and cross "T" of size 24x25 mm made of 0.30

mm thick (minimum) sheet, 1200 mm long spaced between main

"T" at 600 mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size 24x25 mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the

1200x600 mm panel to form grids of 600x600 mm and wall angle of

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

in the grid including, required cutting/making, opening for services

like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main

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

size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50

mm long dash fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm

center to center along main T, bottom exposed width of 24 mm of all

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

all heights as per specifications, drawings and as directed by

Engineer-in-charge.

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595

mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100

gms/sqm (both sides inclusive) and electro statically polyester powder coated of

thickness 60 microns

(minimum), including factory painted after bending. 12.52.1 SQM 1902.95 -

53.0 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. 13.12 1059.449 SQM 395.35 4,18,852.96

54.0 12 mm cement plaster of mix 13.4 -

Digitally signed by JAYA

55.0 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 13.16.1 321.956 SQM 300.45 96,731.68

56.0 Providing and applying plaster of paris putty of 2mm thickness over plastered

surface to prepare the surface even and smooth complete. 3102.918 SQM 262.70 8,15,136.61

57.0 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

58.0 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 2012.505 SQM 193.70 3,89,822.22

J Roofing Work

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

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 12.15.1 315.350 SQM 166.20 52,411.17

60.0 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,

gates and similar works 10.25.2 697.000 KG 172.60 1,20,302.20

61.0 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

shall be paid for lap, profile. 398.500 SQM 1472.50 5,86,791.25

K ALUMINIUM WORK -

62.0 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

63.0 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

64.0 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)

less than 20 kg/sqm) 21.3.2

L Water Proofing -

65.0 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

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri (Odisha)

MEP Works ( Building)

S.N. DESCRIPTION OF ITEM QUANTITY 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 44.00 Point 1,562.00 68728.00

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 1.12 320.00 Metre 334.00 106880.00

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 1.13 320.00 Metre 537.00 171840.00

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 PVC 1.21

conduit along with accessories in surface/recess including

6.0 cutting the wall and making good the same in case of

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 77.00 Each 586.00 45122.00

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 1.41 110.00 Each 206.00 22660.00

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 44.00 Each 339.00 14916.00

phenolic laminated sheet cover on the fan box etc. as

Digitally signed by JAYA

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

2023 [M.R. ITEM]

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

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 5.00 Each 6,855.00 34275.00

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 55.00 Metre 144.00 7920.00

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 5.00 Each 518.00 2590.00

complete as required.

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

22.2 parapat or surface of the wall for lightning 6.7 85.00 Mtr 126.00 10710.00

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 44.00 Mtr 197.00 8668.00

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 5.00 Each 6,855.00 34275.00

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 33.00 Mtrs. 144.00 4752.00

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)

Digitally signed by JAYA

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

2023 [M.R. ITEM]

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

23.0 or in recess for loop earthing along with existing 5.18 22.00 Meter 42.00 924.00

recessed conduit/ submain wiring/ cable as required.

Supply, Installation, Testing & Commissioning of

24.0 recessed type down lighter complete with lamps & NS-2 22.00 Each 1,272.19 27988.18

accessories 18 W LED

Supply, Installation, Testing & Commissioning of

25.0 recess type 2x2, 36watt LED Light Fixtures complete with NS-3 34.00 Each 5,468.71 185936.14

lamps & accessories.

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 28.00 Each 1,702.93 47682.04

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

power cable of 1.1 KV grade of following size direct in D.S.R.

28.0 ground including excavation snad cushioning, protective

covering and refilling the

trench etc as required.

Above 35 Sq. mm. and up to 95 Sq. mm 7.1.2 90.00 Mtr 405.00 36450.00

Above 95 Sq. mm. and up to 185 Sq. mm 7.1.3 90.00 Mtr 422.00 37980.00

1.1 KV Cable End Termination:-Supplying and making

indoor cable end termination with brass double

29.0 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

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

including trenching (75 cm deep)and re-filling etc. as 14.13

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.

Digitally signed by JAYA

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

2023 [M.R. ITEM]

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

B Sanitary Installations

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 11 Each 6767.40 74441.40

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,

manually controlled device (handle lever), conforming to

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 :

Kitche sink with drain board 17.10.1

Providing and fixing CP Brass 32mm size Bottle Trap

of approved quality & make and as per the direction 17.22A

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 .

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

9.0 One No. CP brass Bath Spout.

Including cutting and making good the walls

Shower set as described above. 22 Each 5840.00 128480.00 1,28,480.00

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 11 Each 1607.95 17687.45

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 0

arrangement of approved quality and colour.

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

12.1 78 mm and effective height of 88 mm, weighing not 17.73.2 11 Each 689.81 7587.91

less than 190 gms

Digitally signed by JAYA

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

2023 [M.R. ITEM]

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

15.0 approved quality conforming to IS standards and weighing 18.51 -

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 -

Providing and fixing Chlorinated Polyvinyl Chloride

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

supply, including all CPVC plain & brass threaded fittings,

including fixing the pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints complete as

per direction of

Engineer in Charge.

18.0 Internal work - Exposed on wall -

18.1 20 mm nominal outer dia Pipes 18.7.2 110 Metre 325.96 35855.60

18.2 25 mm nominal outer dia Pipes 18.7.3 66 Metre 390.71 25786.86

18.3 32 mm nominal outer dia Pipes 18.7.4 99 Metre 504.74 49969.26

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 18.8.2 150 Metre 523.08 78462.00

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 18000 Litre 10.70 192600.00

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 55 Each 346.76 19071.80

21.2 25 mm nominal bore NS-7-2 33 Each 475.50 15691.50

21.3 32 mm nominal bore NS-7-3 33 Each 745.43 24599.19

21.4 40 mm nominal bore NS-7-4 11 Each 1290.49 14195.39

21.5 50 mm nominal bore NS-7-5 11 Each 1819.98 20019.78

22.0 INTERNAL DRAINAGE

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

22.1 2 Coarse sand : 4 graded stone aggregate 20 mm nominal 3 Cum 7665.78 22997.34

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 22 Each 54.7 1203.40

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,

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

(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

Digitally signed by JAYA

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

2023 [M.R. ITEM]

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

Providing & fixing UPVC Floor trap of self cleansing design

with CP Jali complete in all respects.

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

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 33 Each 664.45 21926.85

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

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at

JNV Puri (Odisha)

Septic Tank For Type II and Type III Quarter (50 User)

DSR- AMOUNT DSR AMOUNT

S.N. DESCRIPTION OF ITEM QUANTITY UNIT RATES

2023 ITEM [M.R. ITEM]

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

1.0 sqm on plan) including disposal of excavated earth, lead

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

levelled and neatly dressed.

All kinds of soil 2.6.1 24.000 CUM 260.30 6,247.20

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

banking excavated or stacked materials.

All kinds of soil 2.26.1 6.330 CUM 126.80 802.64

Supplying and filling in plinth with sand under floors,

including watering, ramming, 2.27 1.180 CUM 2123.75 2,506.03

Providing and laying in position cement concrete of

3.0 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 1.710 CUM 6812.00 11,648.52

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,

4.0 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 7.560 CUM 9504.75 71,855.91

Lintels, beams, plinth beams, girders, bressumers and

Suspended floors, roofs, landings, balconies and access

Steel reinforcement for R.C.C. work including

7.0 straightening, cutting, bending, placing inposition and

binding all complete upto plinth level. 5.22 660.000 Kg 107.85 71,181.00

Thermo-Mechanically Treated bars TMTC-500-8mm dia.

Filling available excavated earth (excluding rock) in

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

8.0 exceeding 20cm in depth, consolidating each deposited

layer by ramming

and watering, lead up to 50 m and lift upto 1.5 m. 2.25 121.440 SQM 196.00 23,802.24

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

9.0 bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 6.880 SQM 7132.25 49,069.88

Half brick masonry with non modular fly ash bricks of

class designation 10, conformingio IS

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

Cement mortar 1 : 4 (1 cement : 4 coarse sand) 6.45.2 4.200 SQM 1105.80 4,644.36

11.0 12 mm cement plaster of mix : 13.4

12.0 Neat cement punning 13.18 32.500 SQM 79.95 2,598.38

Digitally signed by JAYA

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 S.W. drain

14.0 pipe 100 mm diameter and 1.20 m long complete as per

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

class designation 7.5 19.32.1 1.000 EACH 26861.90 26,861.90

Total Total 3,17,946.49

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri

S.no Item no Description Units No Rate DSR Amount Non DSR Amount

EXTERNAL LIGHTING WORK

Supplying & making of end terminations with brass

compression gland and Al. lugs for following sizes of

PVC insulated and PVC sheathed/ XLPE Al. conductor

cable of 1.1 KV grade as required.

1.1 9.1.1 2 X 6 sq. mm (19mm) (For road street light) Each 18.00 240.00 4,320.00

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

recess for loop earthing with existing surface/

recessed conduit/ submain wiring/ cable as required.

(For Street light pole)

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

including accessories, and providing masonry enclosure

with cover plate having locking 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

3.0 11.3 stone aggregate 40 mm nominal size) foundation

including excavation and refilling etc. as

Above 4.5 metre and upto 6.5 metre (For Road street

Supplying and drawing following sizes of FRLS PVC

insulated copper conductor, single core cable in the

existing surface/recessed steel/

PVC conduit as required.

4.1 1.17.29 2 x 6 sq. mm (For Road street light) Mtr 311.40 216.00 67,262.40

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

5.0 MR LED fitting. The pole shall be provided with suitable Set 9.00 14399.00 129591.00

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

6.0 MR LED complete with glass cover etc. Set 9.00 4877.00 43893.00

(For Road street light)

Grand Total 3,05,621.40

Grand Total 3,05,621.40

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri (Odisha)

1 External Water Supply UNIT QUANTITY RATES DSR AMOUNT NSOR AMOUNT

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

fittings including trenching and refilling etc.

3 External work

50 mm dia nominal bore

65 mm dia nominal bore

80 mm dia nominal bore

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

corrosive bitumastic paint of approved quality :

50 mm dia nominal bore

65 mm dia nominal bore

80 mm dia nominal bore

18.41 Providing and filling sand of grading zone V or

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

50 mm dia nominal bore

65 mm dia nominal bore

80 mm dia nominal bore

18.32 Constructing masonry Chamber 30x30x50 cm

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 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 design :

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

of class designation 7.5

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

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

of class designation 7.5

18.34 Constructing masonry Chamber 90x90x100 cm

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 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

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

of class designation 7.5

Digitally signed by JAYA

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

31 cutting and threading the pipe and making long

screws etc. complete (New work) :

35 18.46.6 50 mm dia nominal bore Each 9 823.8 7414.2

36 18.46.7 65 mm dia. nominal bore Each 18 1136.8 20462.4

37 18.46.8 80 mm dia. nominal bore Each 8 1207.95 9663.6

18.11 Supplying, fixing, testing and commissioning of

butterfly valve of PN 1.6 rating with

bronze/gunmetal seat duly ISI marked complete

with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required

TOTAL 689565.15

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and

Guest House at JNV Puri (Odisha)

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 2.31 1000.000 sqm 17.60 17,600.00

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

4 Supplying and filling in plinth with sand under

floors, including watering,

ramming,consolidating and dressing complete.

5 Preparation and consolidation of sub grade with

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earthwith lead upto 50

6 Construction of granular sub-base by providing

close graded Material conforming to

specifications, mixing in a mechanical mix plant

at OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor

grader on prepared surface and compacting

with vibratory power roller to achieve the

desired density, complete as per specifications

and directions of Engineer-in-Charge.

With material conforming to Grade-III (size

range 26.5 mm to 0.075 mm ) having CBR

Digitally signed by JAYA

7 Construction of dry lean cement concrete sub

base over a prepared sub-grade with coarse

and fine aggregate conforming to IS:383, the

size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per

specifications, cement content not to be less

than 150 Kg/cum, optimum moisture content to

be determined during trial length construction,

concrete strength not to be less than 10 Mpa at

7 days, mixed in a batching plant, transported to

site, for all leads & lifts, laid with a mechanical

paver, compacting with 8-10 tonne vibratory

roller, finishing and curing etc. complete as per

direction of Engineer-in- charge

8 Cement concrete 1:2:4 (1 cement: 2 coarse

sand 4 graded stone aggregate 40 mm nominal

size) in pavements, laid to required slope and 16.42 110.226 cum 7993.80 8,81,126.52

9 camber in and

Providing panels as required

laying at or nearincluding

factory made kerb stone of M-25 grade cement

concrete in position to the required line, level

and curvature, jointed with cement mortar 1:3 (1

cement: 3 coarse sand), including making joints

with or without grooves (thickness of joints

except at sharp curve shall not to more than 5

mm), including making drainage opening

wherever required complete etc. as per

direction of Engineer in-charge (length of

finished kerb edging shall be measured to

calculate volume for payment). (Precast C.C.

kerb stone shall be approved by Engineer-in-

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri

Construction of External Drainage System

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 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. 2.25 219.684 cum 196.00 43,058.06

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

watering, ramming,consolidating and dressing complete. 2.27 18.307 Cum 2123.75 38,879.49

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

: 4 graded stone 4.1.3

aggregate 20 mm nominal size derived from natural sources) 27.461 CUM 7878.50 2,16,347.55

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

designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 54.921 cum 7132.25 3,91,710.30

6 12 mm cement plaster finished with a floating coat of neat cement of

Area Development Total Total 8,00,093.70

Digitally signed by JAYA

Name of Work:- Construction of Principal Residence, Type-III 2 nos, Warden Residence 2 nos, Type II 5 nos and Guest House at JNV Puri

Sewer Line & Storm Works

AMOUNT DSR AMOUNT

S.N. DESCRIPTION OF ITEM DSR QUANTITY UNIT RATES

ITEM [M.R. ITEM]

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

1.0 frame of 300 x300 mm size (inside) the weight of 19.4

cover to be not less than 4.50 kg and frame to be

not less than 2.70 kg as per standard design:

100x100 mm size P type 19.4.1

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

bricks of class designation 7.5

Constructing brick masonary road gully 19.27

chamber 50x45x60 cm with bricks of class

designation 75 in cement mortar 1:4 (1 cement

2.0 :4 coarse sand ) including 500x450 mm

precast RCC horizontal grating with frame

complete as per standard design .

with common burnt clay F.P.S.(non module) brick 19.27.1 24.00 Each 5957.90 142989.60

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 :

3.0 3 graded stone aggregate 20 mm nominal size), 19.30

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. complete as per standard

Inside dimensions 455x610 mm and 45 cm deep

for single pipe line

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

bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry

For 455x610 mm size 19.31.1

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

bricks of class designation 7.5

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

cement : 5 coarse sand : 10 graded stone

6.0 aggregate 40 mm nominal size) up to haunches of 19.3

S.W. pipes including bed concrete as per standard

150 mm diameter S.W. pipe 19.3.2 236.29 Metre 458.5 108339.0

150 mm diameter S.W. pipe 19.3.4 85.72 Metre 743.1 63698.5

Digitally signed by JAYA