Construction of Eklavya Model Residential School (EMRS) at Kuakonda, District- Dantewada, Chhattisgarh

TOTAL AMOUNT WITH CORRECTION FACTOR (0.973) AS PER OM

Grand Total (DSR+ Non DSR):- 35,18,69,704

GRAND TOTAL (CIVIL WORKS) (In Rs) 27,01,07,747.41 32,03,142.87

GRAND TOTAL (PLUMBING WORKS) (In Rs) 1,19,88,682.91 19,41,986.89

GRAND TOTAL (FIRE FIGHTING WORKS) (In Rs) 11,07,572.30 1,94,824.33

GRAND TOTAL (ELECTRICAL WORKS INTERNAL) 1,00,81,454.00 18,18,586.78

GRAND TOTAL (ELECTRICAL WORKS EXTERNAL) 33,72,763.20 96,86,461.17

GRAND TOTAL (KITCHEN & PANTRY) (In Rs) - 24,22,894.00

GRAND TOTAL (FURNITURE) (In Rs) - 1,40,49,649.32

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

1.0 2 Earth Work

1.01 2.1 Earth work in surface excavation not exceeding 30 cm in

depth but exceeding 1.5 m in width as well as 10 sqm on

plan including getting out and disposal of excavated

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

Engineer-in- Charge:

1.02 2.6 Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well as 10

sqm on plan) including getting out and disposal of

excavated earth lead upto 50m and for all lift as directed

by Engineer-in-charge.

1.03 2.7 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 50m and lift upto 1.5m, as

directed by Engineer-in-charge.

2.7.3 Hard rock (blasting prohibited) Cum - 1,184.30 -

1.04 2.8 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, l for all ift, including getting out the -

excavated soil and disposal of surplus excavated soil as

directed within al lead of 50m.

1.05 2.9 Excavation work by mechanical means (Hydraulic

excavator)/ manual means in foundation trenches or

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

including dressing of sides and ramming of bottoms, lift -

upto 1.5m, including getting out the excavated soil and

disposal of surplus excavated soils as directed within a

2.9.3 Hard rock (blasting prohibited) Cum 71.00 1,258.60 89,360.60

1.06 2.25 Filling available excavated earth (excluding rock) in

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

exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering, lead upto 50m and for

1.07 2.25 (a) Excavating, supplying, stacking and filling of local earth

(including royalty) by mechanical transport upto a lead

of 5km also including ramming and watering of the earth

in layers not exceeding 20cm in foundation trenches,

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

1.08 2.27 Supplying and filling in plinth with sand under floors,

including watering, ramming, consolidating and dressing Cum 350.00 2,161.20 7,56,420.00

1.09 2.31 Clearing jungle including uprooting of rank vegetation,

grass, brush wood, trees and saplings of girth up to 30

cm measured at a height of 1 m above ground level and Sqm 5,157.00 14.50 74,776.50

removal of rubbish upto a distance of 50m outside the

periphery of the area cleared.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

1.10 2.36 Extra for levelling & neatly dressing of disposed soil

completely as directed by Engineer-in-charge.

Total of sub-head (1.0) 65,57,618.05

2.0 4 Concrete Work -

2.01 4.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and -

shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from

natural sources : 8 graded stone aggregate 40 mm Cum - 6,326.00 -

nominal size derived from natural sources)

4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from

natural sources: 10 graded stone aggregate 40 mm Cum 944.15 6,050.65 57,12,751.30

nominal size derived from natural sources)

2.02 Derived from Providing and laying broken autoclaved aerated cement

basic rates of (AAC) blocks and/or bats (light weight, having density

DSR 2021 550-650 kg/m3) of nominal size 25mm to 65mm in the

sunken portion of toilets upto floor five level all

complete as per the direction of Engineer-in-charge.

Derived from Providing and placing in position 400 micron thick low

basic rates of density polyethylen (LDPE) black sheet under base of

DSR 2021 RCC grade slab. The overlaps at end and side joints of

PVC sheet shall not be less than 100mm wide and shall Sqm 2,044.00 108.80 2,22,387.20

be pasted to each other with bitumen @ 1.7 kg/sqm.

(Note: Superfical area of sheet shall be measured for

2.03 4.2 Providing and laying cement concrete in retaining walls,

return walls, walls (any thickness) including attached

pilasters, columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses, parapets, -

coping, bed blocks, anchor blocks, plain window sills,

fillets, sunken floor etc., up to floor five level, excluding

the cost of centering, shuttering and finishing:

4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20 mm Cum 69.00 9,047.30 6,24,263.70

nominal size derived from natural sources)

2.04 4.3 Centering and shuttering including strutting, propping

etc. and removal of form work for :

4.3.1 Foundations, footings, bases for columns

2.05 4.10 Providing and laying damp-proof course 40mm thick

with cement concrete 1:2:4 (1 cement : 2 coarse sand

(zone-III) derived from natural sources: 4 graded stone Sqm 496.00 370.85 1,83,941.60

aggregate 12.5mm nominal size derived from natural

2.06 4.13 Providing & applying a coat of residual petroleum

bitumen of grade of VG-10 of approved quality using

1.7kg per square metre on damp proof course after Sqm 496.00 113.85 56,469.60

cleaning the surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil.

2.07 4.17 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.

Total of sub-head (2.0) 91,08,525.22

3.0 5 Reinforced Cement Concrete -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

3.01 5.9 Centering and shuttering including strutting, propping

etc. and removal of form for :

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

5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access

5.9.4 Shelves (Cast in situ) Sqm 400.54 766.55 3,07,032.10

5.9.5 Lintels, beams, plinth beams, girders, bressumers and

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 8,031.00 804.25 64,58,931.75

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 677.00 657.70 4,45,262.90

5.9.14 Extra for shuttering in circular work(20% of respective

centering and shuttering items)

5.9.15 Small lintels not exceeding 1.5 m clear span, moulding

as in cornices, window sills, string courses, bands, Sqm 21.00 332.10 6,974.10

copings, bed plates, anchor blocks and the like

5.9.16 Edges of slabs and breaks in floors and walls -

5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 1,005.00 821.35 8,25,456.75

3.02 5.11 Extra for additional height in centering, shuttering where

ever required with adequate bracing, propping etc.,

including cost of de-shuttering and decentering at all

levels, over a height of 3.5 m, for every additional height

of 1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured)

3.03 5.16 Providing, hoisting and fixing above plinth level up to

floor five level precast reinforced cement concrete in

shelves, including setting in cement mortar 1:3 (1cement

: 3 coarse sand), cost of required centering, shuttering

and finishing with neat cement punning on exposed

surfaces but , excluding the cost of reinforcement, with

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived

from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

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

straightening, cutting, bending, placing in position and -

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or

5.22A Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and -

binding all complete above plinth level.

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

5.30 Add for plaster drip course/ groove in plastered surface

or moulding to R.C.C. projections.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

Providing and laying in position ready mixed or site batched

design mix cement concrete for reinforced cement concrete

work; using coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended

proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of -

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the following grades

of concrete. Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable

separately. In case the cement content in design mix is

more than 1.10 times of the specified minimum cement

content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of

5.33.1.2 Concrete of M30 grade with minimum cement content of

5.33.2 All works above plinth level upto floor V level.

5.33.2.1 Concrete of M25 grade with minimum cement content of

5.33.2.2 Concrete of M30 grade with minimum cement content of

3.05 Derived from Deduct for providing M-20 grade concrete instead of M-

DSR 2021 25 grade machine batched and machine mixed design

basic rates mix for reinforced cement concrete work (Note:-

Cement content considered in M-25 and M-20 is @ 330

kg/cum and 300 kg/cum respectively) (this item is

applicable for RCC in grade slab only)

3.06 5.35 Add for using extra cement in the items of design mix

over and above the specified cement content therein.

3.07 5.43 Providing and fixing in position Stainless steel Grade

304 plate-1.0 mm thick as per design for expansion -

3.08 5.44 Providing and fixing of expansion joint system related

with floor location as per drawings and direction of

Engineer-In-Charge. The joints system will be of

extruded aluminum base members, self aligning / self

centering arrangement and support plates etc. as per

ASTM B221-02. The system shall be such that it

provides floor to floor /floor to wall expansion control -

system for various vertical localtion in load application

areas that accommodates multi directional seismic

movement without stress to it's components. System

shall consist of metal profiles with a universal aluminum

base member designed to accommodate various project

conditions and finish floor treatments.

The cover plate shall be designed of width and thickness

required to satisfy projects movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions.

The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of

movement and flexure in all directions including vertical

displacement. Provision of Moisture Barrier Membrane

in the Joint System to have watertight joint is mandatory

requirement all as per the manufactures design and as

approved by Engineer -in-Charge. (Material shall

confirm to ASTM 6063).

5.44.1 Floor Joint of 100 mm gap Metre 135.52 5,800.15 7,86,036.33

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

3.09 5.45 Providing and fixing of expansion joint system related

with wall joint (internal/ external) location as per

drawings and direction of Engineer-In- Charge. The

joints shall be of extruded aluminum base members, self

aligning / centering arrangement and support plates as

per ASTM B221- 02. The material shall be such that it

provides an Expansion Joints System suitable for

vertical wall to wall/ wall to corner application, both -

new and existing construction in office Buildings &

complexes with no slipping down tendency amongst the

components of the Joint System. The Joint System shall

utilize light weight aluminum profiles exhibiting minimal

exposed aluminum surfaces mechanically snap locking

the multicellular to facilitate movement. (Material shall

confirm to ASTM 6063.)

5.45.1 Wall Joint of 100 mm gap Metre 159.00 4,835.50 7,68,844.50

3.10 5.46 Providing and fixing of expansion joint system of

approved make and manufactures for various roof

locations as per approved drawings and direction of

Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self

centering arragement support plates asper ASTM B221-

02. The system shall be such that it provides watertight

roof to roof/roof to corner joint cover expansion control

system that is capable of accommodating

multidirectional seismic movement without stress to its

components. System shall consist of metal profile that

incorporates a universal aluminum base member

designed to accommodate various project conditions and

roof treatments.

The cover plate shall be designed of width and

thickness required to satisfy movement and loading

requirements and secured to base members by utilizing

manufacturer’s preengineered self-centering

arrangement that freely rotates / moves in all directions.

The Self centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of

movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or

deterioration from the impact of falling ice, exposure to

UV, airborne contaminants and occasional foot traffic

from maintenance personnel. Provision of Moisture

Barrier Membrane in the Joint System to have water

tight joint is mandatory requirement. (Material shall

confirm to ASTM 6063).

5.46.1 Roof Joint of 100 mm gap Metre 47.00 5,424.20 2,54,937.40

3.11 19.19 Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality -

19.19.1.1 Rectangular shape 600x450mm internal dimensions Each 2.00 1,255.25 2,510.50

4.0 6 Masonry Work -

4.01 6.1 Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in foundation -

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 658.00 6,658.25 43,81,128.50

4.02 6.4 Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V level in

all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 461.00 8,288.40 38,20,952.40

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

4.03 6.38 Providing and laying Autoclaved Aerated concrete (AAC)

blocks masonry 100 mm/ 125 mm thick with Grade-I AAC

blocks of density 551 to 650 kg/ cum conforming to IS: 2185

(Part 3) in super structure above plinth level up to floor V

level in cement mortar 1:4 (1 cement : 4 coarse sand). The Cum 183.31 8,890.80 16,29,761.32

rate includes providing and placing in position 2 Nos 6 mm

dia M.S. bars at every third course of masonry work.

4.04 6.47 Providing and laying Autoclaved Aerated concrete (AAC)

blocks masonry 150mm to 300mm thick AAC with Grade-I

blocks of density 551 to 650 kg/ cum conforming to IS: 2185

(Part 3) in super structure above plinth level up to floor V

level with RCC band at sill level and lintel level with Cum 1,819.00 7,213.50 1,31,21,356.50

approved block laying polymer modified adhesive mortar all

complete as per direction of Engineer-in-Charge. (The

payment of RCC band and reinforcement shall be made for

4.05 6.13 Half brick masonry with common burnt clay F.P.S.

(non modular) bricks

of class designation 7.5 in superstructure above -

plinth level up to floor

4.06 6.15 Extra for providing and placing in position 2 Nos 6mm

dia. M.S. bars at every third course of half brick Sqm 1,132.00 86.45 97,861.40

5.0 Stone Work

5.01 7.1 Random rubble masonry with hard stone in

foundation and plinth including levelling up with

cement concrete 1:6:12 (1 cement : 6 coarse sand : 12

graded stone aggregate 20 mm nominal size) upto

plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum - 6,653.45 -

5.02 7.2 Random rubble masonry with hard stone in

superstructure above plinth level and upto floor five

level, including leveling up with cement concrete

1:6:12 (1 cement : 6 coarse sand : 12 graded stone

aggregate 20 mm nominal size) at sindow sills, ceiling

level and the like.

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum - 8,275.70 -

Total of sub-head (5.0) -

6.0 8 Cladding Work -

6.01 8.2 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

8.2.2 Granite of any colour and shade -

6.02 8.4 Extra for fixing marble /granite stone, over and above

corresponding basic item, in facia and drops of width

upto 150 mm with epoxy resin based adhesive, including

cleaning etc. complete.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

6.03 8.5 Extra for providing opening of required size & shape for

wash basin/ kitchen sink in kitchen platform, vanity

counter and similar location in marble/ Granite/ stone

work, including necessary holes for pillar taps etc.

including moulding, rubbing and polishing of cut edges

6.04 8.31 Providing and fixing Ist quality ceramic glazed wall tiles

conforming to IS: 15622 (thickness to be specified by

the manufacturer), of approved make, in all colours,

shades except burgundy, bottle green, black of any size

as approved by Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed of cement mortar

1:3 (1 cement : 3 coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching shade

7.0 9 Wood Work & PVC Work -

7.01 9.12 Extra for providing frosted glass panes 4 mm thick

instead of ordinary float glass panes 4 mm thick in

doors, windows and clerestory window shutters. (Area Sqm 88.25 148.50 13,105.13

of opening for glass panes excluding portion inside

rebate shall be measured).

7.02 9.21 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:

9.21.1 35 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws

7.03 9.23 Extra for providing lipping with 2nd class teak wood

battens 25 mm minimum depth on all edges of flush door

shutters (over all area of door shutter to be measured).

7.04 9.26 Extra for cutting rebate in flush door shutters (Total area

of the shutter to be measured).

7.05 9.47 Providing and fixing nickel plated M.S. pipe curtain rods

with nickel plated brackets :

7.06 9.48 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

9.48.1 Fixed to steel windows by welding kg 16,167.00 181.00 29,26,227.00

7.07 9.24 Extra for providing vision panel not exceeding 0.1 sqm

in all type of flush doors (cost of glass excluded) -

(overall area of door shutter to be measured):

9.24.1 Rectangular or square Sqm 226.00 173.95 39,312.70

7.08 9.55 Deduction for not providing and fixing ISI marked M.S.

pressed butt hinges bright finished with necessary -

screws etc. complete :

7.09 9.96 Providing and fixing aluminium sliding door bolts, ISI

marked anodised (anodic coating not less than grade AC

10 as per IS : 1868), transparent or dyed to required -

colour or shade, with nuts and screws etc. complete :

7.10 9.68 Providing and fixing oxidised M.S. casement stays

(straight peg type) with necessary screws etc. complete.

9.68.1 300 mm weighing not less than 200 gms Each - 59.25 -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

7.11 9.84 Providing and fixing aluminium extruded section body

tubular type universal hydraulic door closer (having

brand logo with ISI, IS : 3564, embossed on the body,

door weight upto 36 kg to 80 kg and door width from

701 mm to 1000 mm), with double speed adjustment

with necessary accessories and screws etc. complete.

7.12 9.85 Providing and fixing bright finished brass casement

window fastener with necessary screws etc. complete.

7.13 9.97 Providing and fixing aluminium tower bolts, ISI marked,

anodised (anodic coating not less than grade AC 10 as

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

shade, with necessary screws etc. complete :

7.14 9.100 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 :

7.15 9.101 Providing and fixing aluminium hanging floor door

stopper, ISI marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed -

to required colour and shade, with necessary screws etc.

9.101.2 Twin rubber stopper Each 318.00 62.25 19,795.50

7.16 9.154 Providing and fixing frame work for partitions/ wall

lining etc. made of 50x50x1.6 mm hollow MS tube,

placed along the walls, ceiling and floor in a grid pattern

with spacing @ 60 cm centre to centre both ways

(vertically & horizontally) or at required spacing near

opening, with necessary welding at junctions and fixing

the frame to wall/ ceiling/ floors with steel dash

fasteners of 8 mm dia, 75 mm long bolt, including

making provision for opening for doors, windows,

electrical conduits, switch boards etc., including

providing with two coats of approved steel primer etc.

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

8.0 10 Steel Work -

8.01 10.3 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.

10.5 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

10.5.2 Using flats 30x6mm for diagonal braces and central

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

8.02 10.6 Supplying and fixing rolling shutters of approved make,

made of required size M.S. laths, interlocked together

through their entire length and jointed together at the end

by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside

and outside locking with push and pull operation

complete, including the cost of providing and fixing

necessary 27.5 cm long wire springs manufactured from

high tensile steel wire of adequate strength conforming

to IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 27.00 3,008.80 81,237.60

8.03 10.7 Providing and fixing ball bearing for rolling shutters. Each 3.00 424.20 1,272.60

8.04 10.8 Extra for providing mechanical device chain and crank

operation for operating rolling shutters

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area Sqm 15.00 1,108.70 16,630.50

8.05 10.11.2(M) Providing and fixing factory made M.S. Tubular shutter

for doors, windows and ventilators side /top /centre

hung, with Z / T and like tubular profile of required size,

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

flash butt welded, including providing and fixing 95mm

long ball type hinges of diameter 16mm, including

priming coat of approved steel primer, but excluding the kg 13,366.56 109.00 14,56,954.50

cost of other fittings, all complete as per approved

design (sectional weight of only M.S. tubular profile

shall be measured for payment).

8.06 10.12 Providing and fixing steel beading of size 10 x 10 x 1.6

(Modified) mm (box type), approved shape and section with screws

in steel doors, windows, ventilators, composite units and

M.S. tubular frame erc.

8.07 10.13 Providing and fixing T-iron frames for doors of mild

steel Tee-sections, joints mitred and welded, including

fixing of necessary butt hinges and screws and applying

a priming coat of approved steel primer.

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

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

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size).

8.08 10.15 Providing and fixing M.S. Tubular frames for doors,

windows, ventilators and cupboard with rectangular/ L-

Type sections, made of 1.60 mm thick M.S. Sheet,

joints mitred, welded and grinded finish, with profiles

of required size, including fixing of necessary butt

hinges and screws and applying a priming

coat of approved steel primer.

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

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

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size).

8.09 10.16 Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc., including

cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer, including welding

and bolted with special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 3,870.00 155.40 6,01,398.00

8.10 10.25 Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

structural steel etc. as required.

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

gates and similar works

10.25.1 In stringers, treads, landings etc. of stair cases, including

use of chequered plate wherever required, all complete

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

8.11 10.26 Providing and fixing hand rail of approved size by

welding etc. to steel ladder railing, balcony railing,

staircase railing and similar works, including applying

priming coat of approved steel primer.

8.12 10.28 Providing and fixing stainless steel (Grade 304) railing

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless

steel dash fasteners , stainless steel bolts etc., of kg 3,295.00 612.25 20,17,363.75

required size, on the top of the floor or the side of waist

slab with suitable arrangement as per approval of

Engineer-incharge, (for payment purpose only weight of

stainless steel members shall be considered excluding

fixing accessories such as nuts, bolts, fasteners etc.).

8.13 10.29 Providing & fixing fly proof wire gauze to windows,

clerestory windows & doors with M.S. Flat 15x3 mm -

and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia

wire and 1.4 mm aperture on both sides

8.14 10.30 Providing & fixing glass panes with putty and glazing

clips in steel doors, windows, clerestory windows, all -

complete with :

10.30.1 4.0 mm thick glass panes (weights not less than 10 kg/

10.30.2 5.0 mm thick glass panes (weights not less than 12.50

9.0 11 Flooring -

9.01 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a floating

coat of neat cement, including cement slurry, but

excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 69.00 545.00 37,605.00

9.03 11.13 Providing and fixing glass strips in joints of terrazo/

cement concrete floors.

11.13.1 40 mm wide and 4 mm thick Metre 203.00 79.50 16,138.50

9.04 11.23 Marble stone flooring with 18 mm thick marble stone, as

per sample of marble approved by Engineer-in-charge,

over 20 mm (average) thick base of cement mortar 1:4

(1 cement : 4 coarse sand) laid and jointed with grey

cement slurry, including rubbing and polishing complete

Note : Qty. shall be executed in marble strips of width

11.23.5 Udaipur green marble Sqm - 2,100.40 -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

9.05 11.26 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) :

9.06 11.27 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

9.07 11.31 Extra for pre finished nosing in treads of steps of Kota

stone/ sand stone slab.

9.08 11.40 Providing and laying rectified Glazed Ceramic floor tiles

of size 300x300 mm or more (thickness to be specified

by the manufacturer), of 1st quality conforming to IS :

15622, of approved make, in all colours, shades, except

White, Ivory, Grey, Fume Red Brown, laid on 20 mm Sqm 1,032.00 1,225.10 12,64,303.20

thick Cement Mortar 1:4 (1 Cement : 4Coarse sand),

jointing with grey cement slurry @ 3.3 kg/ sqm

including pointing the joints with white cement and

matching pigments etc., complete.

9.09 11.41 Providing and laying full body (Homogeneous) Vitrified

floor tiles in different sizes (thickness to be specified by

the manufacturer) with water absorption less than 0.08%

and conforming to IS: 15622, of approved make, in all

colours and shades, laid on 20mm thick cement mortar

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

slurry @ 3.3kg/sqm including grouting the joints with

white cement and matching pigments etc., complete.

9.10 11.46 Providing and laying full body (Homogeneous) Vitrified

tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 %

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

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

thick bed of cement mortar 1:3 (1 cement: 3 coarse -

sand), jointing with grey cement slurry @ 3.3kg/sqm

including grouting the joint with white cement &

matching pigments etc. complete.

9.11 23.7 Supplying, filling, spreading & leveling coarse sand of

size range 1.5 mm to 2 mm in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all

complete as per direction of Engineer -incharge.

9.12 16.89 Providing and laying matt finished vitrified tile of size

300x300x9.8mm having with water absorption less than

0.5% and conforming to IS: 15622 of approved make in

all colours and shades in for outdoor floors such as

footpath, court yard, multi modals location etc., laid on

20mm thick base of cement mortar 1:4 (1 cement : 4

coarse sand) in all shapes & patterns including grouting

the joints with white cement mixed with matching

pigments etc. complete as per direction of Engineerin-

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

9.13 16.90 Providing and laying tactile tile (for vision impaired

persons as per standards) of size 300x300x9.8mm

having with water absorption less than 0.5% and

conforming to IS:15622 of approved make in all colours

and shades in for outdoor floors such as footpath, court

yard, multi modals location etc., laid on 20mm thick

base of cement mortar 1:4 (1 cement : 4 coarse sand) in

all shapes & patterns including grouting the joints with

white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge.

10.0 12 Roofing -

10.01 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 stone aggregate 10 mm and

down gauge), including finishing with cement mortar 1:3

(1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase Metre 30.00 260.20 7,806.00

10.02 12.22 Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,

finished with 12 mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement, rounding the

edges and making and finishing the outlet complete.

10.03 12.47 Providing & fixing UV stabilised fiberglass reinforced

plastic sheet roofing up to any pitch, including fixing

with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm

dia. G.I plain/bitumen washers complete but excluding

the cost of purlins, rafters, trusses etc. The sheets shall

be manufactured out of 2400 TEX panel rovigs

incorporating minimum 0.3% ultra-violet stabiliser in -

resin system under approximately 2400 psi and hot

cured. They shall be of uniform pigmentation and

thickness without air pockets and shall conform to IS

10192 and IS 12866.The sheets shall be opaque or

translucent, clear or pigmented, textured or smooth as

12.47.2 2 mm thick flat Sqm - 1,048.50 -

10.04 12.50 Providing and fixing precoated galvanised iron profile

sheets (size, shape and pitch of corrugation as approved

by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm as per IS:

277, in 240 mpa steel grade, 5-7 microns epoxy primer

on both side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard film of 25

microns minimum to avoid scratches during

transportation and should be supplied in single length

upto 12 metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self tapping

screws of size (5.5x 55 mm) with EPDM seal, complete

upto any pitch in horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and trusses and

including cutting to size and shape wherever required.

10.05 12.51 Providing and fixing precoated galvanised steel sheet

roofing accessories 0.50 mm (+0.05 %) total coated

thickness, Zinc coating 120 grams per sqm as per IS:

277, in 240 mpa steel grade, 5-7 microns epoxy primer -

on both side of the sheet and polyester top coat 15-18

using self drilling/ self tapping screws complete :

12.51.2 Flashings/ Aprons.( Upto 600 mm) Metre - 412.85 -

12.51.4 Barge board (upto 300 mm) Metre - 384.20 -

12.51.6 Gutter (600 mm over all girth) Metre - 1,110.60 -

Total of sub-head (10.0) 1,26,647.10

11.0 13 Finishing -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

11.01 13.4 12 mm cement plaster of mix -

11.02 13.5 15 mm cement plaster on rough side of single or half

brick wall of mix:

11.03 13.16 6 mm cement plaster of mix -

11.04 13.18 Neat cement punning Sqm 131.00 67.80 8,881.80

11.05 13.11 18 mm cement plaster in two coats under layer 12 mm

thick cement plaster 1:5 (1 cement : 5 coarse sand)

finished with a top layer 6 mm thick cement plaster 1:6

(1 cement : 6 fine sand)

11.06 13.21 Extra for providing and mixing water proofing material per bag of

in cement plaster work in proportion recommended by 50kg

the manufacturers. cement 610.00 18.50 11,285.00

11.07 13.26 Providing and applying plaster of paris putty of 2 mm

thickness over plastered surface to prepare the surface Sqm - 214.30 -

even and smooth complete.

11.08 13.27 (M) Extra for lining out plaster to imitate stone or concrete

blocks or brick walling.

11.09 13.37 White washing with lime to give an even shade : -

13.37.1 New work (three or more coats) Sqm 370.00 32.45 12,006.50

11.10 Distempering wath 'lst quality acrylic distemper (ready

mixed) having VOC content less than 50 gram/litre, of

approved manufacturer, of required shade and colour all

13.41.1 New work (two or more coats) over and including water

thinnable priming coat with cement primer having VOC

content less than 50 qram/litre

11.11 13.47 Finishing walls with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade:

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

sqm over and including priming coat of exterior primer Sqm 15,172.00 142.95 21,68,837.40

applied @ 0.90 kg/10 sqm)

11.12 13.50 Applying priming coat: -

13.50.3 With ready mixed red oxide zinc chromate primer of

approved brand and manufacture on steel galvanised Sqm 535.00 55.50 29,692.50

iron/ steel works

11.14 13.61 Painting with synthetic enamel paint of approved brand

and manufacture to give an even shade :

13.61.1 Two or more coats on new work Sqm 4,016.00 131.45 5,27,903.20

11.15 13.80 Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare

the surface even and smooth complete.

12.0 21 Aluminium Work -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

12.01 21.1 Providing and fixing aluminium work for doors,

windows, ventilators and partitions with extruded built

up standard tubular sections/appropriate Z sections and

other sections of approved make conforming to IS: 733

and IS: 1285, fixing with dash fasteners of required dia

and size, including necessary filling up the gaps at

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

EPDM rubber/neoprene gasket etc. Aluminium sections

shall be smooth, rust free,straight, mitred and jointed

mechanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid

for separately) :

21.1.1 For Fixed Portion -

21.1.1.2 Powder coated aluminium (minimum thickness of

powder coating 50 micron)

12.02 21.1.2 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost -

of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness of

powder coating 50 micron)

12.03 21.3 Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of Engineer-in-

charge . (Cost of aluminium snap beading shall be paid

in basic item):

21.3.1 With float glass panes of 4.00 mm thickness Sqm - 1,019.80 -

21.3.2 With float glass panes of 5 mm thickness (weight not

less than 12.50 kg/ sqm)

21.3.3 With float glass panes of 8 mm thickness (weight not

less than 20 kg/ sqm)

12.04 21.4 Providing and fixing double action hydraulic floor spring

of approved brand and manufacture conforming to IS :

6315, having brand logo embossed on the body / plate

with double spring mechanism and door weight upto 125

kg, for doors, including cost of cutting floors,

embedding in floors as required and making good the

same matching to the existing floor finishing and cover

plates with brass pivot and single piece M.S. sheet outer

box with slide plate etc. complete as per the direction of

Engineer-in-charge.

21.4.1 With stainless steel cover plate minimum 1.25 mm

12.05 21.13 Providing and fixing Brass 100mm mortice latch and

lock with 6 levers without pair of handles (best make of

approved quality) for aluminium doors including

necessary cutting and making good etc. complete.

21.16 Providing and fixing aluminium round shape handle of

outer dia 100 mm with SS screws etc. complete as per -

direction of Engineer-incharge

21.16.2 Powder coated minimum thickness 50 micron aluminium Each 12.00 89.60 1,075.20

13.0 22 Water Proofing -

13.01 22.3 Providing and laying water proofing treatment to vertical

and horizontal surfaces of depressed portions of W.C.,

kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm

mixed with water proofing compound conforming to IS

2645 in recommended proportions including rounding

off junction of vertical and horizontal surface.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement :

3 coarse sand) mixed with water proofing compound in

recommended proportion including rounding off junction

of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen

applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet.

(Overlaps at joints of PVC sheet should be 100 mm

wide and pasted to each other with bitumen @ 1.7

13.02 22.4 Providing and Placing in position suitable PVC water

stops conforming to IS:12200 for construction/

expansion joints between two RCC members and fixed -

to the reinforcement with binding wire before pouring

concrete etc. complete :

22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm

13.03 22.7 Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc

consisting of following operations:

a) Applying a slurry coat of neat cement using 2.75

kg/sqm of cement admixed with water proofing

compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning

the surface before treatment.

b) Laying brick bats with mortar using broken

bricks/brick bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed

with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick

layer of cement mortar of mix 1:5 (1 cement :5 coarse -

sand ) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-

charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs.

c) After two days of proper curing applying a second

coat of cement slurry using 2.75 kg/ sqm of cement

admixed with water proofing compound conforming to

IS : 2645 and approved by Engineerin-charge.

d) Finishing the surface with 20 mm thick jointless

cement mortar of mix 1:4 (1 cement :4 coarse sand)

admixed with water proofing compound conforming to

IS : 2645 and approved by Engineerin-charge including

laying glass fibre cloth of approved quality in top layer

of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300

mm square 3 mm deep.

e) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and

for final test.“All above operations to be done in order -

and as directed and specified by the Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum

thickness at khurra as 65 mm.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

13.04 22.23 Providing and applying integral crystalline slurry of

hydrophilic in nature for waterproofing treatment to the

RCC structures like retaining walls of the basement,

water tanks, roof slabs, podiums, reservior, sewage &

water treatment plant, tunnels / subway and bridge deck

etc., prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for vertical

surfaces and 3 : 1 (3 parts integral crystalline slurry : 1

part water) for horizontal surfaces and applying the

same from negative (internal) side with the help of

synthetic fiber brush. The material shall meet the

requirements as specified in ACI-212-3R-2010 i.e by

reducing permeability of concrete by more than 90% - -

compared with control concrete as per DIN 1048 and

resistant to 16 bar hydrostatic pressure on negative side.

The crystalline slurry shall be capable of self-healing of

cracks up to a width of 0.50mm. The work shall be

carried out all complete as per specification and the

direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against

22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 620.00 406.25 2,51,875.00

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 304.00 311.50 94,696.00

14.0 16 Road Work -

14.01 16.1 Preparation and consolidation of sub grade with power

road roller of 8 to 12 tonne capacity after excavating

earth to an average of 22.5 cm depth, dressing to camber

and consolidating with road roller including making

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

and disposal of surplus earth with all lead and lift.

14.04 16.11 Dry stone pitching 22.5 cm thick including supply of

stones and preparing surface complete

16.43.2 (M) Making provision for contraction/ expansion, construction &

longitudinal joints of sixe 10 mm wide x 50 mm deep by

groove cutting machine. As per direction of Engineer-in- Cum 419.00 141.80 59,414.20

16.46 Providing and filling in position rubberized bitumen hot

sealing compound for sealing of expansion joints in roads /

pavements all complete as per direction of the Engineer-in- -

16.46.1 Using grade 'A' sealing compound conforming to IS: 1834.

14.05 16.11 Deduct for using available stone of size 15 cm x 22.5 cm

(Modified) for dry stone pitching. (Rate is below relevant item)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

14.06 16.53 Providing and fixing concertina coil fencing with

punched tape concertina coil 600 mm dia 10 metre

openable length (total length 90 m), having 50 nos

rounds per 6 metre length, upto 3 m height of wall with

existing angle iron 'Y' shaped placed 2.4m or 3.00 m

apart and with 9 horizontal R.B.T. reinforced barbed

wire, stud tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I. barbed wire

tied to angle iron, all complete as per direction of

Engineerin-charge, with reinforced barbed tape(R.B.T.) /

Spring core (2.5mm thick) wire of high tensile strength

of 165 kg/ sq.mm with tape (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall

be paid separately)

14.07 16.19 Supplying at site Angle iron post & strut of required size

including bottom to be split and bent at right angle in

opposite direction for 10 cm length and drilling holes

upto 10 mm dia. etc. complete.

14.08 16.62 Providing and applying 2.5 mm thick road marking

strips (retro- reflective) of specified shade/ colour using

hot thermoplastic material by fully/ semi automatic

thermoplastic paint applicator machine fitted with profile

shoe, glass beads dispenser, propane tank heater and

profile shoe heater, driven by experienced operator on Sqm 188.00 623.80 1,17,274.40

road surface including cost of material, labour, T&P,

cleaning the road surface of all dirt, seals, oil, grease and

foreign material etc. complete as per direction of

Engineer-in-charge and accordance with applicable

specifications.

14.10 16.68 Providing and laying 60mm thick factory made cement

concrete interlocking paver block of M-30 grade made

by block making machine with strong vibratory

compaction, of approved size, design & shape, laid in

required colour and pattern over and including 50mm Sqm 770.00 951.00 7,32,270.00

thick compacted bed of coarse sand, filling the joints

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

Engineer-in-charge.

14.11 16.69 Providing and laying at or near ground level factory

made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature, jointed

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

including making joints with or without grooves

(thickness of joints except at sharp curve shall not to Cum 84.00 8,613.55 7,23,538.20

more than 5mm), including making drainage opening

wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall

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

shall be approved by Engineer-in-charge).

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

14.12 16.75 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 Cum 419.00 8,964.00 37,55,916.00

Engineer-in-charge. (The panel shuttering work shall be

paid for separately). (Note:- Cement content considered

in this item is @ 330 kg/cum. Excess/less cement used

as per design mix is payable/ recoverable separately).

14.13 16.76 Deduct for using of M-20 grade concrete instead of M-

25 grade concrete in C.C. pavement.

14.14 16.3 Supplying and stacking at site. -

16.3.2 63 mm to 45 mm size stone aggregate Cum 379.00 1,624.50 6,15,685.50

14.15 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 379.00 1,837.25 6,96,317.75

14.18 16.4 Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform

thickness, hand picking, rolling with 3 wheeled

road/vibratory roller 8-10 tonne capacity in stages to

proper grade and camber, applying and brooming

requisite type of screening / binding material to fill up

interstices of coarse aggregate, watering and compacting

to the required density .

15.00 Non-Schedule Items - Civil -

15.01 MR 1 Providing signage viz display/name plate and like of

required size made out of 20 gauge thick stainless steel

(304 garde) including engraved subject matter, message

(Hindi/English and / or bi-lingual), symbols, borders

and logo etc. The engraved letter, borders etc. to be

finished with paint etc. of required colour scheme and

the plate to be fixed to wooden/wall surface with 25mm

long stainless steel spacer/stud all complete as per

direction of Engineer-in-charge.

15.02 MR 2 Providing and fixing factory made prelaminated flush

door comprises 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

conforming to IS: 2202 (part 1) followed with machine

pressed 1.00mm thick lamination on both faces of

shutter in required finish and shade with suitable

adhesive including providing and fixing 3 to 5 mm thick

teak lipping along edges of shutter all complete as per

direction of Engineer-in- charge.

a) 35 mm thick including ISI marked Stainless Steel butt

hinges (heavy weight) 100mm x 60mm x 2.5mm with

necessary screws.

15.03 MR 3 Providing & fixing G.I. chicken wire mesh of nominal

size upto 20mm having 24 gauge thick with G.I. nails

etc. to wall surface of dissmilar material viz RCC and

brick work etc.all complete.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

MR 6 Providing and fixing oxidised M.S. casement window

fastener with necessary screws etc. complete. (copper

oxidized as per IS: 1378) each 2,130.00 35.29 75,167.70

a) 100 mm weighing not less than 100 gms

MR 7 Supplying, making & fixing of Eklavya Archery logo

made of 18mm thick WPC BOARD as per image on

front wall of school building left & right side inclding all

fixtures and two coats of painting etc all complete as set 1.00 82,321.86 82,321.86

per the direction of Engineer in charge. a) of outer

dimension 5.5 mtr height & 3.5 mtr width

MR 8 Supplying, making & fixing of Eklavya Archery logo

made of 18mm thick WPC BOARD as per image on

front wall of main gate inclding all fixtures and two

coats of painting etc all complete as per the direction of set 1.00 25,654.46 25,654.46

Engineer in charge. a) of outer dimension 3 m height &

Total of sub-head (15.0) (Non DSR) 30,40,276.00 32,03,142.87

16.0 Sanitary Installation (As per D.S.R.) -

16.01 8.10 Providing & fixing stone slab table rubbed, edges

rounded and polished of size 75 X 50 cm deep and 1.8

cm thick fixed in urinal patitions by cutting a chase of

appropriate width with chase cutter and embedding the

stone in chase with epoxy grout or with cement concrete -

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

aggregste 6mm nominal size) as per Engineer-in-charge

and finished smooth

8.10.2 Granite Stone of approved shade sqm 7.88 3,542.85 27,917.66

16.02 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8)

kitchen sink as per IS: 13983 with CI brackets and

stainless steel waste with plug 40mm including painting - -

of fittings and brackets, cutting and making good the

walls wherever required.

17.10.2 Sink without drain board - -

16.03 17.11 Providing and fixing white vitreous china laboratory

sink with C.I. brackets, C.P. brass chain with rubber

plug, 40 mm C.P brass waste and 40mm C.P. brass trap

with necessary C.P. brass unions complete, including

painting of fittings and brackets, cutting and making

good the wall wherever required :

16.04 17.2 Providing and fixing white vitreous china pedestal type

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

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

including flush pipe, with manually controlled device -

(handle lever), conforming to IS : 7231, with all fittings

and fixtures complete, including cutting and making

good the walls and floors wherever required :

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

16.05 17.16A Providing and fixing 8 mm dia C.P./S.S. Jet with flexible

tube upto 1 metre long with S.S. triangular plate to

Eureopean type W.C. of quality and make as approved

by Engineer - in-charge

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

16.06 17.5.1 Providing and fixing single white vitreous china flat back

half stall urinal of size 580x380x350 mm with spreaders,

unions, waste fitting and other couplings (all in C.P.

brass) including making good the walls wherever

16.07 17.72 Providing & fixing PTMT towel ring trapezoidal shape

215 mm long 200 mm wide with minimum distance of

37 mm from wall face with concealed fittings Each 63.00 204.70 12,896.10

arrangement of approved quality and colour weighing

not less than 88 gms

16.08 18.49 Providing and fixing C.P. brass bib cock of approved

quality conforming -

16.09 18.50 Providing and fixing C.P. brass long nose bib cock of

approved quality

conforming to IS standards and weighing not less than

16.10 18.54 Providing and fixing PTMT bib cock of approved

quality and colour.

18.54.1 15mm nominal bore, 86 mm long, weighing not less than

18.54.3 15 mm nominal bore, 165 mm long, weighing not less

16.11 18.55 Providing and fixing PTMT stop cock of approved

quality and colour.

18.55.3 Concealed stop cock, 15 mm nominal bore, 108 mm

long, weighing not less than 108 gms (For Shower)

16.12 18.52 Providing and fixing C.P. brass stop cock (concealed) of

standard design and of approved make conforming to

18.52.1 15 mm nominal bore (For Shower) Each 133.00 594.75 79,101.75

16.13 18.53 Providing and fixing C.P. brass angle valve for basin

mixer and points of approved quality conforming to -

18.53.1 15 mm nominal bore (For Shower) Each 426.00 500.35 2,13,149.10

16.14 17.7 Providing and fixing wash basin with C.I. brackets, 15

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

standard pattern, including painting of fittings and

brackets, cutting and making good the walls wherever Each

17.7.4 White Vitreous China Flat back wash basin size 550x

400 mm with single 15 mm C.P. brass pillar tap 140.00 1,679.60 2,35,144.00

16.15 17.28 Providing & fixing PVC waste pipe for sink including

PVC waste fitting Complete

17.28.2 Flexible Pipe - -

16.16 17.34 Providing and fixing toilet paper holder : - -

16.17 18.21 Providing and fixing uplasticised PVC connection pipe

with brass unions

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

16.18 17.1 Providing and fixing water closet squatting pan (Indian

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

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

including flush pipe, with manually controlled device - -

(handle lever) IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls

and floors wherever required:

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

580 x 440 mm with integral type foot rests

16.19 18.65 Providing and fixing PTMT soap Dish Holder having

length of 138mm, breadth 102mm, height of 75mm with

concealed fitting arrangements, weighing not less than

16.20 17.71 Providing and fixing PTMT liquid soap container 109

mm wide, 125 mm high and 112 mm distance from wall

of standard shape with bracket of the same materials Each 13.00 146.30 1,901.90

with snap fittings of approved quality and colour,

weighing not less than 105 gms.

16.21 17.73 Providing and fixing PTMT towel rail complete with

brackets fixed to wooden cleats with CP brass screws

with concealed fittings arrangement of approved quality

17.73.2 600 mm long towel rail with total length of 645 mm,

width 78 mm and effective height of 88 mm, weighing Each 59.00 600.35 35,420.65

not less than 190 gms.

16.22 18.64 Providing and fixing PTMT swivelling shower, 15 mm

nominal bore, weighing not less than 40 gms

17.69 Providing and fixing PTMT Waste Coupling for wash

basin and sink, of approved quality and colour.

17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mm

breadth weighing not less than 45 gms

18.56 Providing and fixing PTMT pillar cock of approved

quality and colour.

18.56.1 15 mm nominal bore, 107 mm long, weighing not less

Sanitary Installations work (Non-Scheduled Items) -

16.23 MR 09 Providing and fixing U-shaped stainless steel grab bar

(for differntly abled person) of size 600mm wall

mounted, movable (horizontally and vertically) with Each 5.00 6,005.36 30,026.80

necessary dash fastener etc. all complete. (Basic rate of

material shall not be less than Rs.3900 each)

16.24 MR 10 Providing and fixing white vitreous china oval shape

wash basin (counter top) of size 560x400mm with C.I.

brackets/rag bolt of required size, 32 mm C. P. brass

waste coupling of standard pattern, including painting of

fittings and brackets, cutting and making good the walls

wherever require complete as per direction of Engineer

16.25 MR 11 Providing and fixing 600 x 450 mm beveled edge mirror

of superior glass (of approved quality) fixed with

stainless steel studs, complete with cutting, making Each 170.00 895.10 1,52,167.00

holes, studs, all fittings, screws, washers and making

good the walls.

16.26 MR 12 Providing & fixing stainless steel robe plate/pegs (hook)

having three pegs (hook) in one strip (weight shall not

be less than 120 grams) of superior quality with

necessary scres etc. complete.

16.27 MR 13 Providing and fixing C.P. brass swan neck foam flow

pillar cock of approved quality and conforming to IS Each 18.00 889.43 16,009.74

standards. a) 15mm nominal bore

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

16.28 MR 14 Providing and fixing C.P. brass long body nozzle bib

cock (two way) of approved quality conforming to IS

standards and weighing not less than 810 gms.

a) 15 mm nominal bore Each 29.00 678.03 19,662.87

MR 15 Providing & fixing stainless steel butterfly robe pegs

(hook) having three hooks of superior quality with EACH 133.00 218.09 29,005.97

necessary scres etc. complete.

MR 16 Providing and fixing PTMT extension nipple for water

tank pipe, fittings of approved quality and colour.

a) 32 mm nominal bore 63.00 149.08 9,392.04

b) 40 mm nominal bore 3.00 212.51 637.53

Total of sub-head (16.0) (DSR) 22,11,696.81

Total of sub-head (16.0) (Non DSR) 4,33,847.44

17.0 Internal Drainage Installations (As per D.S.R.)

17.01 18.58 Providing and fixing PTMT grating of approved quality

18.58.1 Circular type -

18.58.1.2 125 mm nominal dia with 25mm waste hole. Each 255.00 45.25 11,538.75

17.02 12.41 Providing & fixing on wall face unplasticised -Rigid

PVC rain water pipes conforming to IS:13592 Type A

included jointing with seal ring conforning to IS:5382

leaving 10 mm gap for thermal expansion. (i)Single -

socketed pipes.

17.03 12.42. Providing, fixing on wall face unplasticised - PVC

moulded fittings /accessories for unplasticised - Rigid

PVC rain water pipes conforming to IS ; 13592 Type A

including jointing with seal ring conforming to IS ; 5382

leaving 10 mm gap for thermal expansion. -

12.42.1.2 Coupler -110 mm diameter Each 158.00 119.95 18,952.10

12.43 Providing and fixing unplasticised -PVC pipe clips of

approved design to unplasticised - PVC rain water pipes

by means of 50x50x50 mm hard wood plugs, screwed

with M.S. screws of required length, including cutting -

brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

17.04 MR 17 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, including all neccessary specials and fittings

(confirming to IS:14735) i.e. bends, tees, junctions (with

or without doors), reducers, WC connectors, couplers,

expansion joints / bellows, cowels, clamps, rubber rings,

clean outs etc. fixing at wall/ ceiling/ floor level

supported by clamp & hangers etc. in concealed / inside

duct / under floor & basement ceiling / external work

etc. including chase cutting as required, excavation and

back filling in all kind of soils, suspended from floor

under false ceiling or embedding the pipes laid under

floors / building in 75 mm. alround 1:2:4 cement

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

aggregate 20 mm nominal size) including cost of

shuttering for proper completion of the work, breaking

and making good the walls and floors etc. after pipes

have been duly laid and tested. The rubber ring shall

confirm to IS:5382. The Pipes will be supported with

threaded G I rods & U clamps with nuts, washers etc on

50x50x5 mm slotted angle. The cost will include all

support arrangements. The work includes

commissioning of all pipes lines as per drawings and

specifications and as directed by engg-in-charge at site.

a) 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) Metre 2,172.00 564.71 12,26,550.12

75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 438.29 -

17.05 MR 18 Providing and fixing uPVC floor trap of self cleaning

design including jointing with solvent and embedding

in cement concrete all complete.

a) 110 mm inlet & 110 mm outlet Each 209.00 237.05 49,543.45

17.06 MR 19 Providing and fixing uPVC inlet fitting (Hopper)

maximum with 2 or 3 inlets of 40 to 63 mm OD size

fabricated from 110 OD uPVC pipe fixed to uPVC trap

jointing with solvent cement joint and set in a cement Each 175.00 352.42 61,673.50

concrete 1:2:4 mix complete including cost of cutting

and making good the walls and floors wherever required.

17.07 MR 20 Providing and fixing uPVC floor drain with UPVC reducing

elbow including all fitting and accessories fixed in cement

mortar complete in all respect.

17.08 MR 21 Providing and fixing of uPVC Waste pipes 6 kg/cm2

(IS: 4985:2000) including with all fittings e.g. couplings,

tees, bends, reducers and screwed adoptors jointing

with solvent cement as per Manufacturer's specifications

complete including cutting holes or chases in wall and

making good the same wherever required. (Waste pipe

from fixtures).

17.09 MR 22 Providing and fixing uPVC cleanout plug conforming to

IS:14735 – 1999 complete with all fitting, accessories

Total of sub-head (17.0) (DSR) 4,08,905.10

Total of sub-head (17.0) (Non DSR) 14,30,443.75

18.0 Water Supply Installations (As per D.S.R.)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

18.01 18.7 Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes having thermal stability for hot and cold

water supply including all CPVC plain and brass

threaded fittings including fixing the pipe with clamps at

1.00 m spacing. this includes jointing of pipes and

fittings with one step CPVC solvent cement and testing -

of joints complete as per direction of engineer in charge.

Internal work -Exposed on Wall -

18.7.2 20 mm nominal dia pipes Metre 510.00 325.10 1,65,801.00

18.7.3 25 mm nominal dia pipes Metre 430.00 408.55 1,75,676.50

18.7.4 32 mm nominal dia pipes Metre 415.00 500.95 2,07,894.25

18.7.5 40 mm nominal dia pipes Metre 120.00 674.35 80,922.00

18.7.6 50 mm nominal dia pipes Metre - 927.00 -

18.02 18.8 Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes having the thermal stability for hot and

cold water supply including all CPVC plain and brass

threaded fittings including fixing the pipe with clamps at

1.00 m spacing. this includes jointing of pipes and

fittings with one step CPVC solvent cement and the cost -

of cutting chases and making good the wall same

including testing of joints complete as per the direction

of engineer incharge

Concealed work including cutting chases and making

good the wall etc.

18.8.1 15 mm nominal dia pipes Metre 725.00 439.80 3,18,855.00

18.8.2 20 mm nominal dia pipes Metre 550.00 512.40 2,81,820.00

18.8.3 25 mm nominal dia pipes Metre 310.00 624.70 1,93,657.00

18.8.4 32 mm nominal dia pipes Metre 25.00 711.40 17,785.00

18.03 18.10 Providing and fixing G.I. pipes complete with GI fittings

and clamps including cutting and making good the walls

etc. (internal work)

Internal work - Exposed on wall -

18.10.2 20 mm dia, nominal bore Metre 30.00 373.35 11,200.50

18.10.3 25 mm dia, nominal bore Metre 150.00 491.20 73,680.00

18.10.4 32 mm dia, nominal bore Metre 195.00 563.55 1,09,892.25

18.10.5 40 mm dia, nominal bore Metre 10.00 725.15 7,251.50

18.10.6 50 mm dia, nominal bore Metre 10.00 893.20 8,932.00

18.04 18.38 Painting with synthetic enamel paint of approved drand

and manufacture to give an even shade -

18.38.2 20 mm dia, nominal bore Metre 30.00 19.65 589.50

18.38.3 25 mm dia, nominal bore Metre 150.00 25.60 3,840.00

18.38.4 32 mm dia, nominal bore Metre 195.00 30.70 5,986.50

18.38.5 40 mm dia, nominal bore Metre 10.00 36.05 360.50

18.38.6 50 mm dia, nominal bore Metre 10.00 43.05 430.50

18.05 18.17 Providing and fixing gun metal gate valve with CI wheel

of approved quality (screwed ends) -

18.17.1 25mm dia, nominal bore Each 12.00 532.35 6,388.20

18.17.2 32 mm dia, nominal bore Each 5.00 589.90 2,949.50

18.17.3 40 mm dia, nominal bore Each 3.00 707.30 2,121.90

18.06 18.19 Providing and fixing gun metal non- return valve of

approved quality (screwed end)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

18.07 MR 23 Providing and fixing C.P.V.C. ball valve in C.P.V.C.

pipe including jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints complete as

per direction of Engineer in Charge.

(Astral/Prince/Prakash make or equivalent)

15 mm dia nominal bore Each 10.00 238.63 2,386.30

20 mm dia nominal bore Each 50.00 289.36 14,468.00

25 mm dia nominal bore Each 80.00 395.77 31,661.60

32 mm dia nominal bore Each 60.00 486.33 29,179.80

Total of sub-head (18.0) (DSR) 16,98,528.10

Total of sub-head (18.0) (Non DSR) 77,695.70

19.0 EXTERNAL SEWERAGE SYSTEM -

19.01 2.10 Excavating trenches of required width for pipes, cables,

etc including excavation for sockets, and dressing of

sides, by mechanical/manual means 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 :

2.10.1 All kinds of soils

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

exceeding 300 mm dia

19.02 19.1 Providing, laying and jointing glazed stoneware pipes

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

proportion of 1:1 (1 cement : 1 fine sand) including

testing of joints etc. complete :

19.03 19.3 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 S.W. pipes including

bed concrete as per standard design :

19.04 19.2 Providing and laying cement concrete 1:5:10 (1 cement :

5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) all-round S.W. pipes including bed

concrete as per standard design :

19.2.4 250 mm diameter S.W. pipe Metre 85.00 1,476.35 1,25,489.75

19.05 19.7 Constructing brick masonry manhole in cement mortar

1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab

with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) :

3 graded stone aggregate 20mm nominal size),

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

(zone-III) : 8 graded stone aggregate 40 mm

nominalsize), inside plastering 12 mm thick with cement -

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

floating coat of neat cement andmaking channels in

cement concrete 1:2:4 (1 cement : 2 coarsesand : 4

graded stone aggregate 20 mm nominal size) finished

witha floating coat of neat cement complete as per

standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I.

cover with frame (light duty) 455x610 mm internal

dimensions, total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

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

class designation 7.5

19.7.2 Inside size 120x90 cm and 90 cm deep including C.I.

Cover with frame (medium duty) 500 mm internal

diameter, total weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and weight of frame

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

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

bricks of class designation 7.5

19.06 19.8 Extra for depth for manhole with F.P.S. bricks

19.8.1 Size 90 X 80 cm

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

class designation 7.5

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

class designation 7.5

19.07 19.9 Constructing brick masonry circular type manhole 0.91

m internal dia at bottom and 0.56m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cement

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

3 coarse sand) finished with a floating coat of neat

cement, foundation concrete 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 40 mm nominal

size), and making necessary channel in cement concrete

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

aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty,

HD-20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and

frame to be not less than 182 kg., fixed in cement

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

stone aggregate 20 mm nominal size) including -

centering, shuttering all complete. (Excavation, foot

rests and 12mm thick cement plaster at the external

surface shall be paid for separately) :

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

class designation 7.5

19.08 19.10 Extra depth for circular type manhole 0.91m internal dia

(at bottom) beyond 0.91 m to 1.67 m

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

class designation 7.5

19.09 19.11 Constructing brick masonry circular manhole 1.22 m

internal dia at bottom and 0.56 m dia at top in cement

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

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

3 coarse sand) finished with a floating coat of neat

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

sand : 6 graded stone aggregate 40 mm nominal size)

and making necessary channel in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished

with a floating coat of neat cement, all complete as per

standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty

HD- 20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and

frame to be not less than 182 kg. fixed in cement

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

stone aggregate 20 mm nominal size) including

centering, shuttering all complete. (Excavation, foot

rests and 12 mm thick cement plaster at the external

surface shall be paid for separately) :

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

bricks of class designation 7.5

19.10 19.12 Extra depth for circular type manhole 1.22 m internal dia

(at bottom) beyond 1.68 m to 2.29 m :

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

class designation 7.5

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

19.11 19.16 Providing orange colour safety foot rest of minimum 6

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

mm dia steel bar conforming to IS : 1786, having

minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with

minimum 112 mm space between protruded legs having

2 mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections

on tail length on 138 mm as per standard drawing and each 200.00 469.00 93,800.00

suitable to with stand the bend test and chemical

resistance test as per specifications and having

manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes

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

cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size) complete as per design.

19.12 19.19 Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia each 4.00 1,882.20 7,528.80

19.13 19.4 Providing and fixing square-mouth S.W. gully trap class

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

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

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

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

19.4.3.1 180x150 mm size P type With FPS bricks each 51.00 2,517.95 1,28,415.45

19.14 19.21.1 Making connection of drain or sewer line with existing

manhole including breaking into and making good the

walls, floors with cement cincrete 1:2:4 mix (1cement: 2

coarse sand : 4 graded stone aggregate 20mm nominal

size) cement plastered on both sides with cement mortar

1:3 (1cement : 3 coarse sand) finished with a floating each 3.00 683.70 2,051.10

coat of neat cement and making necessary channels for

the drain etc. complete for pipes 100 to 230mm dia.

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

x 45 cm dry brick honey comb shaft with bricks and

S.W. drain pipe 100 mm diameter, 1.8 m long complete

as per standard design.

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

class designation 7.5

19.16 19.33 Constructing soak pit 1.20x1.20x1.20 m filled with

brickbats including S.W. drain pipe 100 mm diameter 1.00 2,822.15 2,822.15

and 1.20 m long complete as per standard design.

Total of sub-head (19.0) (DSR) 34,48,289.90

20.0 External Storm Water Drainage System

20.01 2.10 Excavating trenches 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 50m:

2.10.1 All kinds of soil

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

exceeding 300 mm dia

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

exceeding 600 mm

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

20.02 2.13 Excavating trenches of required width for pipes, cables,

etc, including excavation for sockets, depth upto 1.5 m,

including getting out the excavated materials, returning

the soil as required in layers not exceeding 20 cm in

depth, including consolidating each deposited layers by

ramming, watering etc., stacking serviceable material for

measurements and disposal of unserviceable material as

directed, within a lead of 50 m :

2.13.1 Ordinary rock

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

exceeding 300 mm dia

2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding

20.03 19.6 Providing and laying non-pressure NP2 class (light duty)

RCC pipes with collars jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete. (for storm

20.04 19.3 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 S.W. pipes including

bed concrete as per standard design :

19.3.2 150 mm diameter S.W. pipe /RCC pipes Metre 75.00 689.75 51,731.25

19.3.4 250 mm diameter S.W. pipe /RCC pipes Metre 75.00 943.90 70,792.50

19.3.5 300 mm diameter S.W. pipe/RCC pipes Metre 100.00 1,089.10 1,08,910.00

analysed 450 mm diameter S.W. pipe/RCC pipes Metre 13.00 1,155.00 15,015.00

20.05 19.2 Providing and laying cement concrete 1:5:10 (1 cement :

5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) all-round S.W. pipes including bed

concrete as per standard design :

19.2.2 150 mm diameter S.W. pipe Metre 25.00 1,095.15 27,378.75

19.2.4 250 mm diameter S.W. pipe Metre 25.00 1,476.35 36,908.75

20.06 19.27 Constructing brick masonry road gully chamber

50x45x60 cm with bricks in cement mortar 1:4 (1

cement : 4 coarse sand) including 500x450 mm pre-cast -

R.C.C. horizontal grating with frame complete as per

standard design :

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

class designation 7.5

20.07 19.19 Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality -

19.19.1.1 Rectangular shape 600x450mm internal dimensions Each 6.00 1,255.25 7,531.50

20.08 9.50 Providing and fixing hard drawn steel wire fabric 75x25

mm mesh of weight not less than 7.75 Kg per sqm to

window frames etc. including 62x19 mm beading of Sqm 20.00 1,484.70 29,694.00

second class teak wood and priming coat with approved

steel primer all complete.

20.09 12.41 Providing & fixing on wall face unplasticised -Rigid

PVC rain water pipes conforming to IS:13592 Tyape A

included jointing with seal ring conforning to IS:5382 -

leaving 10 mm gap for thermal expansion. (i)Single

socketed pipes.

20.10 23.1 Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in

IS:2800(Part I ), including collecting sample from

different strata , preparing and submitting strata chart/

bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the

job, all complete as per direction of Engineer-in-charge,

upto 90m depth below ground level.

23.1.1 All types of Soil -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

20.11 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 & labour charges, fittings

& accessories, all complete, for all depths, as per

direction of Engineer-in-charge.

23.3.2 150mm nominal size dia Metre 100.00 668.50 66,850.00

20.12 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 required hire & labour charges, fittings &

accessories, all complete, for all depths, as per direction

of Engineer-in-charge.

23.4.2 150 mm nominal size dia Metre 80.00 681.90 54,552.00

20.13 23.5 Supplying, filling, spreading & levelling stone boulders

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

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

per direction of Engineer-in-charge.

20.14 23.6 Supplying, filling, spreading & levelling gravel of size

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

layer of boulders, in required thickness, for all leads &

lifts, all complete as per direction of Engineer-in-charge.

20.15 23.7 Supplying, filling, spreading & levelling coarse sand of

size range 1.5mm to 2mm, in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all

complete as per direction of Engineer-in-charge.

20.16 23.9 Providing and fixing factory made precast RCC

perforated drain covers, having concrete of strength not

less than M-25, of size 1000 x 450x50 mm, reinforced

with 8 mm dia four nos longitudinal & 9 nos cross

sectional T.M.T. hoop bars, including providing 50 mm Each 600.00 1,213.25 7,27,950.00

dia perforations @ 100 to 125 mm c/c, including

providing edge binding with M.S. flats of size 50 mm x

1.6 mm complete, all as per direction of Engineer-in-

20.17 23.15 Providing and fixing Bail plug/ Bottom plug of required

dia to the bottom of pipe assembly of tube well as per -

IS:2800 (part I).

20.18 Derived from Constructing brick masonry open surface drain with

DSR 2021 bricks of class designation 75 in cement mortar 1:4 (1

cement : 4 fine sand) including 10 cm thick bed concrete

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

aggregate 40 mm nominal size) and 25 mm thick cement

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

stone aggregate 12.5 mm nominal size) for filling

haunches including 12 mm cement plaster 1:4 (1 cement

: 4 coarse sand) with a floating coat of neat cement

inside the drain, its top and exposed side including

disposal of surplus earth complete as per standard

a) 25 cm drain 30 cm average depth, With F.P.S. bricks

20.19 Derived from Extra for additional depth for brick masonry open

DSR 2021 surface drain :

a) 25 cm drain 30 cm depth, with common burnt clay

F.P.S. (non modular) bricks of class designation 7.5

Total of sub-head (20.0) (DSR) 30,80,145.15

21 EXTERNAL WATER SUPPLY SYSTEM AND

DISTRIBUTION NETWORK FOR FRESH

21.01 18.12 Providing and fixing G.I. pipes complete with G.I.

fittings including ,trenching and refilling etc.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

18.12.3 25mm nominal bore Metre 60 417.95 25,077.00

18.12.5 40mm nominal bore Metre 40.00 558.35 22,334.00

18.12.6 50mm nominal bore Metre 95.00 654.20 62,149.00

18.12.7 65mm nominal bore Metre 59.00 768.60 45,347.40

18.12.8 80mm nominal bore Metre 15.00 919.10 13,786.50

21.02 18.40 Painting GI pipes and fittings with two coats of anti

corrosive bitumastic paint of approved quality

18.40.3 25 mm dia, nominal bore Metre 60.00 15.25 915.00

18.40.4 32 mm dia, nominal bore Metre 415.00 18.40 7,636.00

18.40.5 40 mm dia, nominal bore Metre 40.00 20.95 838.00

18.40.6 50 mm dia, nominal bore Metre 95.00 25.25 2,398.75

18.40.7 65 mm dia, nominal bore Metre 59.00 31.30 1,846.70

18.40.8 80mm nominal bore Metre 15.00 36.40 546.00

21.03 18.17 Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) :

external works -

18.17.2 32 mm dia, nominal bore Each 14.00 589.90 8,258.60

18.17.4 50mm nominal bore Each 5.00 707.30 3,536.50

21.04 Providing and filling sand of grading zone V or coarser

grade all-round the G.I. pipes in external work.

21.05 18.59 Providing and fixing C.I. double acting air valve of

approved quality with bolts, nuts, rubber insertions etc.

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

paid separately) :

18.32.1 Constructing masonry chamber 30x30x50 cm,inside

with 75 class designation brick work in cement mortar

1:4 (1 cement:4 coarce sand) for stop cock complete

with C.I. surface box 100x100x75mm (inside) with

locking arrangement and RCC top slab 1:1.5:3 mix (1

cement : 1.5 corase sand: 3 graded stonr aggregate

20mm nominal size) necessary excavation foundation

concret 1:5:10 (1 cement:5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering

with cement mortor 1:3 (1 cement : 3 coarse sand) 12

mm thick finished with a floating coat of neat cement

complete as per standard design.

21.06 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 1:2-1.5:3 mix

(1 cement : 1.5 coarse sand : 3 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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

21.07 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 1:1.5:3 mix

(1 cement : 1.5 coarse sand : 3 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.

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

class designation 7.5

21.08 18.13 Making connection of G.I. distribution branch with G.I.

main of following sizes by providing and fixing tee,

including cutting and threading the pipe etc. complete :

21.09 ELECT. DSR BUTTERFLY VALVE (MANUAL) with C I body SS

2022/ 16.11.1 disc nitrile sheet & O - ring & PN 16 pressure rating as -

21.10 ELECT. DSR NON - RETURN VALVE with dual plate of C I body

2022 / SS plates vulcanized NBR seal flanged end & PN 16

16.11.2 pressure rating as specified.

21.11 ELECT. DSR Providing and fixing GI pipes medium class conforming

2022 / 14.13 to IS 1239 with GI fittings including cutting hole chase -

painted with primer, two coats of enamel paints etc

Total of sub-head (21.0) (DSR) 7,14,722.85

22.0 Bore Well Installations (As per D.S.R)

22.01 23.1 Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS: 2800

(part I), including collecting samples from different

strata, preparing and submitting strata chart/ bore log,

including hire & running charges of all equipments,

tools, plants & machineries required for the job, all

complete as per direction of Engineer -in-charge, upto

90 metre depth below ground level.

23.1.1 All types of soil

23.1.2 Rocky strata including Boulders -

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 Meter

per direction of Engineer -in-charge.

22.02 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 1,099.25 43,970.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

ABSTRACT OF COST

S. No. Description Unit Quantity Rate Amount (In Rs)

22.03 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-

22.04 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, hour 72.00 916.80 66,009.60

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.

22.05 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:

23.13.3 200 mm nominal size dia Each 2.00 280.95 561.90

22.06 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

22.07 23.15 Providing and fixing Bail plug/ Bottom plug of required

dia to the bottom of pipe assembly of tubewell as per -

IS:2800 (part I).

Total of sub-head (22.0) (DSR) 4,26,395.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

FIRE FIGHTING WORKS

23.0 DSR-2022 PIPING & VALVES

23.01 18.7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe

conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees,

flanges ,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with

suitable clamp/support frame and painting with two or more coats of synthetic

enamel paint of required shade complete as required :

23.02 14 Providing, installation, testing and commissioning of non-return valve of

following sizes confirming to IS:5312 complete with rubber gasket, GI bolts,

nuts,washers etc.as required :

23.03 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

23.04 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 :

23.05 15 Providing, installation, testing and commissioning of stainless steel Y-

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange.

23.06 MR 1 Providing and fixing 150 mm dial diameter size Pressure gauge (0-15 Kg/Cm2) Nos 3.00

complete with shut off valve duly calibrated before installation complete as

required & as per enclosed specification.

Total of sub-head (23.0) (DSR) 6,38,081.30

Total of sub-head (23.0) (NON DSR) 2,133.48

24.0 FIRE HYDRANT ACCESSORIES

18.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in

post office red, conforming to IS 884 complete with the following as required. 20

mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as

24.01 per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum

and brackets for fixing the equipmets on wall. Connections from riser with 25 mm

dia stop gun metal valve & M.S. Pipe and socket.

Total of sub-head (24.0) (DSR) 1,56,150.00

25.0 FIRE EXTINGUISHERS & MISC. ITEMS

Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded

M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge

tube, 30cms long high pressure discharge hose, discharge nozzle, suspension

25.01 MR bracket, confirming to IS : 15683 finished externally with red enamel paint and Nos 2.00 7,513.02 15,026.04

fixed to wall with brackets with rawl plug/dash fasteners complete with internal

charge. Capacity 4.5 kg. ISI Marked.( Contractor should submit test certificate

form manufacturer along with serial number of every extinguishers supplied.)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

Providing and fixing (ABC Dry Chemical Powder ) type Fire Extinguisher of

Capacity 6 kg Confirms to IS 15683, bearing ISI mark complete with brass

forged squeeze grip type valve fitted with pressure gauge , pressurize with dry

25.02 MR Nitrogen gas filled, with discharge nozzle with wall mounting bracket (rubber Nos 20.00 2,976.34 59,526.80

gripped) complete with internal charges. ( Contractor should submit test

certificate form manufacturer along with serial number of every extinguishers

Providing and fixing water Carbon-di-oxide (ISI marked) extinguishers

including all accessories as per IS specification with wall bracket with rawl plug

complete as reqd.( Contractor should submit test certificate form manufacturer

along with serial number of every extinguishers supplied.)

Capacity 9 Litres

Total of sub-head (25.0) (Non DSR) 82,100.62

26.0 FIRE PUMPS & ACCESSORIES

18.4 Supplying, installation, testing and commissioning of electric driven terrace

26.01 pump suitable for automatic operation and consisting of following,

complete in all respects, as required: (Terrace Pump)

(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron

body & bronze impeller with stainless steel shaft, mechanical confirming to IS :

b) Suitable HP squirell cage induction motor TEFC type suitable for

operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of

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

conforming to IS-325.

(c) M.S.fabricated common base plate, coupling, coupling guard, foundation

bolts etc.as required.

(d) Suitable cement concrete foundation duly plastered and with anti

vibration pads.

Providing and fixing rubber expansion joint (to provide relief from stresses at

26.02 MR pipe flanges) as per specification of the manufacturers and direction of Engineer

in chief PN-16 rating

Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200

mm in height with air release valve on top and flanged connection to riser, drain

26.03 18.20 arrangement with 25 mm dia gun metal wheel valve with required accessories, Nos 3.00 18,244.00 54,732.00

pressure gauge and paintingwith synthetic enamel paint of approved shade as

"Providing, fixing, testing and commissioning of control panel for Terrace

Booster pumps. Incoming: MCCB 35A 1 set of Phase indicating lamps, 1 set of

35A Al bus bars, 1No Ammeter, 1No Voltmeter with phase selector switch

Feeder for Booster Pumps - 1 No. 1 No. 32A TP MCCB without releases. DOL

starter with over load relay, single phase preventor and indicating lamps with

ON/OFF push buttons. 1 No. Automanual selector switch. Suitable for booster

Total of sub-head (26.0) (DSR) 3,13,341.00

Total of sub-head (26.0) (Non DSR) 1,10,590.23

ELECTRICAL WORKS (Internal)

27.0 Internal Wiring

Point wiring in PVC conduit, with modular type switch :-

27.01 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable in surface / recessed

medium class PVC conduit, with modular switch, modular plate, suitable GI box

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

copper conductor single core cable etc. as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

27.02 1.55 Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/

call bell point (without independent switch etc) with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable in surface / recessed PVC conduit,

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

single core cable etc as required. (Note: To be provided in class

rooms in school bldg./ common areas/ toilets/ corridors etc.)

1.55.2 Group B Point - 753.00 -

27.03 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper Point 25.00

conductor single core cable in surface / recessed medium class PVC conduit, 2

way modular switch, modular plate, suitable GI box and earthing the point with

1.5 sq.mm FRLS PVC insulated copper conductor single core cable 1,562.00 39,050.00

etc. as required.

Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :-

27.04 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper Metre 4,738.00

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required. 334.00 15,82,492.00

Power plug wiring in PVC conduit (4 x 4 Sq.Mm.) :-

27.05 1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper Metre 1,284.00

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 2 No. 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required. 537.00 6,89,508.00

Circuit / Sub main wiring in PVC conduit :-

27.06 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes

of FRLS PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

1.14.9 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire Metre - 754.00 -

S/F light plug point Modular Type Accessories :-

27.07 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front Each 893.00

on surface or in recess, including providing and fixing 3 pin 5/6 A modular

socket outlet and 5/6 A modular switch, connections etc. as required.

S/F power plug point modular Type Accessories :-

27.08 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front Each 356.00

on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A

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

27.09 2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole Each 31.00

and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet

steel enclosure, on surface or in recess, with chained metal cover for the socket 1,621.00 50,251.00

out let and complete with connections, testing and commissioning etc. as

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

27.10 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete Each 33.00

27.11 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front 49.00

on surface or in recess, including providing and fixing 2 nos. of 3 pin 5/6 A

modular socket outlet and 2 nos. of 5/6 A modular switch, connections etc. as

Total of sub-head (27.0) (DSR) 77,79,701.00

28.0 Distribution Boards & MCB'S

28.01 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing and commissioning etc. as

2.10.5 Triple pole and neutral Each 2.00 1,228.00 2,456.00

28.02 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB Each 16.00

complete etc. as required.

28.03 2.4 Supplying and Fixing Following way, Horizontal Type Three Pole and Neutral,

Sheet Steel, MCB Distribution Board, 415 V, on surface/ recess, complete

with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But without

MCB/RCCB/Isolator).

28.04 2.3 Supplying and fixing following way, Single Pole and Neutral, sheet steel, MCB

distribution board, 240 V, on surface/ recess, complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without MCB/RCCB/Isolator).

S/F DP Isolator

28.05 2.12 Supplying and fixing following Rating, Double pole, 240 V, isolator in the

existing MCB DB complete with connections, testing and commissioning etc. as

S/F 4P Isolator

28.06 2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing

MCB DB complete with connections, testing and commissioning etc. as

28.07 2.14 Supplying and fixing following rating, double pole, (single phase and neutral),

240 V, residual current circuit breaker (RCCB), having a sensitivity current 30

mA in the existing MCB DB complete with connections, testing and

commissioning etc. as Required.

28.08 2.15 Supplying and fixing following rating, Four pole, (Threee phase and neutral),

415 V, residual current circuit breaker (RCCB), having a sensitivity current 30

mA in the existing MCB DB complete with connections, testing and

commissioning etc. asrequired.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

28.09 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type,

415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder

painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth

bar, din bar for mounting MCBs (but without MCBs and incomer ) as required .

(Note : Vertical type MCB TPDB is normally used

where 3 phase outlets are required.)

28.10 2.23 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following

single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on

surface/ recess, complete with testing and commissioning etc. as required.

2.23.1 For 6 way, Double door SPN MCBDB Each 11.00 752.00 8,272.00

2.23.2 For 8 way, Double door SPN MCBDB Each 3.00 832.00 2,496.00

2.23.3 For 14 way, Double door SPN MCBDB Each 47.00 902.00 42,394.00

28.11 2.24 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following

tripole pole and neutral, sheet steel, MCB distribution board, 415 Volts, on

surface/ recess, complete with testing and commissioning etc. as required.

2.24.1 For 4 way, Double door TPN MCBDB Each 3.00 1,080.00 3,240.00

2.24.2 For 6 way, Double door TPN MCBDB Each 14.00 1,124.00 15,736.00

2.24.3 For 8 way, Double door TPN MCBDB Each 12.00 1,340.00 16,080.00

28.12 2.16 Supplying and fixing DP sheet steel enclosure on surface/recess along Each 48.00

with 25/32 A 240V "C" Curve DP MCBcomplete with connections,

testing and commissioning etc. as required. ( For Qtrs Emergency

28.13 MR Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts,

MCB "C" curve in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Total of sub-head (28.0) (DSR) 10,15,117.00

Total of sub-head (28.0) (Non-DSR) 4,624.14

29.0 Telephone, Television & Data System (Socket,Wiring & Conduting Only)

S/F Modular Boxes, Base & Cover Plate :-

29.01 1.27 Supplying and Fixing Following Size/ Modules, GI Box Alongwith Modular Base

& Cover Plate for Modular Switches in Recess etc. as Required.

1.27.2 3 Module (100mmX75mm) Each - 327.00 -

S/F Modular Type Switch / Socket :-

29.02 1.24 Supplying and Fixing Following Modular Switch/ Socket on The Existing

Modular plate & Switch Box including connections But Excluding Modular Plate

etc. as required.

1.24.6 Telephone Socket outlet. Each 57.00 148.00 8,436.00

1.24.7 TV Antenna socket outlet. Each 38.00 148.00 5,624.00

29.03 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with

accessories in surface/recess including cutting the wall and making good the

same in case of recessed conduit as required.

29.04 1.18 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed

copper conductor, Unarmored Telephone cable in the existing surface/ recessed

steel/ PVC conduit as required.

29.05 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper Metre 610.00

conductor PE insulated, shielded with fine tinned copper braid and protected

with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

29.06 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/

recessed Steel/ PVC conduit as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

29.07 MR 1 SITC Modular Type Computer jack RJ 45 ISI mark 1 Module on existing Each 77.00

Mounting plate and box Complete.

Total of sub-head (29.0) (DSR) 6,87,491.00

Total of sub-head (29.0) (Non DSR) 16,062.97

30.0 Internal Lighting Fixtures & Fans

30.01 MR 2 Supply of 20 Watt LED light Wall Mounted BRACKET light fitting Sutaible for Each 1.00

220 volts Single Phase A C Supply complete with all accessories as required.

30.02 MR 3 Supply of Surface Mounted Energy Efficient, LED Luminaires 12W LED Each 63.00

DOWN LIGHT (Round) Sutaible for 220v Single Phase Supply complete with

driver circuit including making connections etc.as required. (Technical Data - 778.59 49,051.17

System power 12W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy

30.03 MR 4 Supply of Surface Mounted Energy Efficient, LED Luminaires 15W LED Each

DOWN LIGHT (Round) Sutaible for 220v Single Phase Supply complete with

driver circuit including making connections etc.as required. (Technical Data - 834.43 -

System power 15W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy

30.04 MR 5 Supplying and fixing brass batten/ angle holder including 20 w LED Each 436.00

Lamp, connection etc. as required. 305.54 1,33,215.44

30.04 MR 5 Supply, of Linear & Compact 10W Mirror Light with Decorative Grey Caps, Each 1.00

Polycarbonate Body & Ribbed Opal Diffuser. (Technical Data - System power

10W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100)

30.05 MR 6 Supply of LED Luminaires BATTEN 40W LED Tube Light of Box Type Each 160.00

prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End

Caps Complete as Required. (Technical Data - System power 40W, CRI ≥80,

Power Factor ≥0.95, System Luminous Efficacy ≥95)

30.06 MR 7 Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type Each 733.00

Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End

Caps Complete as Required.(Technical Data - System power 20W, CRI ≥80,

Power Factor ≥0.95, System Luminous Efficacy ≥100)

30.07 MR 8 Supplying and fixing of Bulk Head with 10 Watt LED lamp fitting Sutaible for Each 40.00

230 volts Single Phase A C Supply complete with all accessories as required. 1,268.50 50,740.00

SUPPLY FANS & EXHAUST FANS

30.08 MR 8 Supply, of following size sweep, BEE 5 star rated, white colour ceiling fan with

all accessories i.e. 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle

kit, safety rope, copper winding, safety pin,nut bolts, washers, , suitable for 230

V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

30.09 MR9 Supply of following sweep heavy duty metal body exhaust fan/wall fan/ fresh air

( ventilating ) plastic body fan with guard suitable operation on single phase 230

V, 50Hz. AC Supply, with lowers / shutters in the existing opening. (Crompton -

Trans Air 300/200mm/Approved Equivalent in Usha/Havells/Bajaj)

(a) 200 mm sweep 900 RPM ( in plastic body)Ventilating fan fan Nos 11.00 1,088.34 11,971.74

(b) 300 mm sweep 900 RPM ( in plastic body)Ventilating fan 28.00

(c) 300 mm sweep 900 RPM ( In metal body) exhaust fan Nos 34.00 3,026.91 1,02,914.94

(d) 450 mm sweep 1400 RPM ( In metal body) exhaust fan Nos 13.00 4,772.68 62,044.84

e) S.I.T.C of 400 mm sweep oscillating type four speed wall mounting fan Nos. 10.00

complete with all accessories on surface including making good the damage,

Connection, Testing, Commissioning etc. as Required.

Erection Of Lighting Fixtures And Fans

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

30.10 1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / Each 978.00

compact fluorescent fitting of all types, complete with all accessories and

tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm

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

30.11 1.45 Installation, testing and commissioning of ceiling fan, including wiring the down Each 466.00

rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated,

copper conductor, single core cable, including providing and fixing phenolic

laminated sheet cover on the Fan Box etc. as Required.

30.12 1.50 Installation of Exhaust/wall fan in the existing opening, including making good

the damage, Connection, Testing, Commissioning etc. as Required.

S/F modular type electronic fan regulator:

30.13 1.25 Supplying and fixing Two Module Stepped Type Electronic Fan Regulator on the Each 466.00

existing modular plate switch box including connections but excluding modular 369.00 1,71,954.00

plate etc. as required.

Fixing Louvers / Shutters for Exhaust Fan:

30.14 1.51 Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan of Each 47.00

Extra Down GI Pipe 15mm Dia:

30.15 1.47 Supplying and Fixing Extra Down Rod of 10 cm Length G.I. pipe, 15 mm dia, Each 420.00

heavy gauge including painting etc. as required. (Note : More than 5 cm length

shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored).

Total of sub-head (30.0) (Non DSR) 17,97,899.67

Total of sub-head (30.0) (DSR) 5,99,145.00

ELECTRICAL WORKS (External)

31.0 Transformer and HT Panel

31.01 MR 1 11KV HT VCB PANEL - IN DOOR TYPE

Supplying, installation, testing and commissioning of IN DOOR Type, floor

mounting, 11KV HT panel unit made out of M.S sheet steel clad dust and vermin

proof with necessary control fuses/MCBs, Termination arrangements for

Incoming and Outgoing Cable of 3Cx120 Sq.mm Al.HT XLPE cable, and

earthed cable, Terminal Blocks, Earthing, Powder coated painting, Sign writing

and Base channels etc. with complete all accessories as required. as per

Requirements comprising of the following.

INCOMING : - -

i) 630Amps, 11kV, 3 phase 50Hz, 21KA / 3Sec, Draw-out type Vacuum Circuit

Breaker. fitted with 230V AC spring charging motor, 110V DC tripping and

closing coils, 8NO+8NC Aux. conductor mechanical on off indicator, spring

charging / discharge Indication, automatic safety shutter and with anti-pumping

feature with necessary required accessories.

ii) 3 phase 11 KV/110 Volts PT, class 1 accuracy and 100 VA burden with 1 No

Voltmeter (0-15 kV), Digital type, selector switch for voltmeter and protection

fuses for HT metering upto 12 kV on incomer.

iii) Dual core dual ratio 3 CTs 400/200/5+5A of 15 VA burden and accuracy

class1.0 for metering and class 5P10 for protection.

iv) (0-400 A) Ammeter, digital type with selector switch for Ammeter.

v) Digital Multifunction Meter.

vi) Microprocessor based numerical relay for Over current and Earth fault

protection with directional control.

vii) Phase indicating lamps with HRC fuses.

viii) Indicating lamps to indicate, RYB, ON, OFF, OPEN, CLOSE, TRIP,

SPRING CHARGED, TRIP CIRCUIT HEALTHY

ix) Test terminal block

x) Trip/Neutral/close switch

xi) Copper bus bar for earthing (common)

xii) master trip relay & trip circuit healthy supervision relay.

630 Amps, 11kV, 50Hz, 3Phase, 25 KA / 3Sec. Copper busbars.

The11KV HT VCB PANEL shall be complete with as per SLD and set 1.00

specifications.

31.02 MR 2 11KV TRANSFORMER (11 KV /0.433 KV) (250 KVA) -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

Supplying, installation, testing and commissioning of 250 kVA, (Energy set 1.00

efficiency Level -2) 11kV / 433 Volts, 3 phase, 50Hz,vector group Dyn11 (delta -

star connected), Indoor 'ONAN' type, copper wound transformer with OFF load

tap changing arrangement on HV side in steps of +/- 2.5%, +/- 5% & +/- 7.5%,

on H.V. side with HT cable chamber suitable for Heat shrinkable joint with

XLPE cable (cable entry from bottom) and LT connection chamber suitable for

connecting Bus duct arrangement and equipped with other essential accessories

including providing complete with all fittings, accessories etc. and lifting lugs i/c 7,70,666.43 7,70,666.43

first filling of filtered dehydrated oil, supplying grouting suitable MS Channel on

the plinth for placing the transformer etc., complete and confirming to IS 1180

(Part-1): 2014, level - 2 & section 3 of CPWD General specification for

Electrical works (Part -IV Substation 2013 as amended up to date) and as per

specifications.

(PLEASE NOTE THE TRASNFOREMR SHALL BE IN COMPLINACE

WITH NEW REGUALTION IS 1180 or Equivalent IEC Standard FOR

LOSSES AND EFFICIENCY and ammended upto date)

Total of sub-head (31.0) (Non DSR) 12,43,333.34

32.01 MR 3 Emergency Panel

Supply , installation, testing, Design, manufacture, supply inspection,

handling, assembling, affecting proper connections, testing and

commissioning of 1.6/2mm CRCA sheet steel fabricated cubical type

Main L.T. Panel floor mounting Extensible Type, dust & vermin proof,

front operated construction, enclosure class - IP 42, As per IEC 60439

after proper treatment with 9 tank process with top/bottom removable

gland plates, as required, double compression type cable glands, earth

bus, hinged and lockable doors to achieve dust and vermin proof

complete with all inter connections small wiring by min. 1.5-2.5 sq. mm.

FR copper wires, ckt labels etc. The panel feeders shall be suitable for

terminating suitable nos. 3.5 / 4 core armoured aluminium cable as

1 nos. 50 A 415V, 4P MCCB of 25kA with thermal magnetic release, overload,

short circuit and Earth fault protection.

1 no. Digital type Multifunction Meters to show (V, A, kWh, KVAh, KW, KVA,

KVAR, PF, Hz.) with cast resin CTs.

1 Set of phase indicating lamps with MCB protection.

9 nos. 20 A 4P MCB

4 nos. 32 A , 4P MCB

2 nos. 40 A , DP MCB

2 nos. 20 A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch . 1.00

32.02 MR 4 Main LT PANEL -

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic -

& Above 250A will be Microprocessor based inbuilt protections.

Suppy , installation, testing, Design, manufacture, supply inspection, handling,

assembling, affecting proper connections, testing and commissioning of

1.6/2mm CRCA sheet steel fabricated cubical type Main L.T. Panel floor

mounting Extensible Type, dust & vermin proof, front operated construction,

enclosure class - IP 42, As per IEC 60439 after proper treatment with 9 tank

process with top/bottom removable gland plates, as required, double

compression type cable glands, earth bus, hinged and lockable doors to achieve

dust and vermin proof complete with all inter connections small wiring by min.

1.5-2.5 sq. mm. FR copper wires, ckt labels etc. The panel feeders shall be

suitable for terminating suitable nos. 3.5 / 4 core armoured aluminium cable as

All MCCB's shall be Ics = 100% Icu, with rotary handle & pad locking -

arrangement. All TP MCCB shall be with heavy duty solid isolable neutral link.

The breaking capacity specified for all MCCB's breakers is Ics value (service -

Each Incoming (ACB/MCCB) shall have ON/OFF/Trip/ LED indication on panel -

The incoming MCCB shall be Microprocessor based with inbuilt O/L & S/C -

release with E/F protection and all Outgoings MCCB's shall be thermal-magnetic

based with inbuilt O/L & S/C release.

Incoming From TRANSFORMER 1 (250 KVA) - 1 NOS. (Phase I)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

Incomer : 1 Nos 400A TP MCCB 36KA with Thermal Magnetic Release -

1 No. Digital Ammeter -

1 No. Digital Voltmeter -

1 set of 3 CT's of ratio 400/5A, Class 1.0 accuracy 15 VA burden for Metering. -

1 set of 3 CT's of ratio 400/5A, Class 1.0 accuracy 15 VA burden for APFCR. -

3 Nos. LED Type phase indicating lamps, each lamp shall be with backup MCB -

3 Nos. LED Type Indicating lamp for indicating the status of feeder - ON / OFF / -

TRIP. Each lamp shall be with backup MCB.

Incoming From Supply Source-2 - 1 Nos 400A TP MCCB 36KA with

Thermal Magnetic Release (Phase II) - for future Feeder

BUS COUPLER : 1 Nos 400A TP MCCB 36KA . It should be positioned in

such manner so that all electrical loads are separated by separate bus bar

chamber in the panel.

Interlocking : Electrical as well as Mechanical Interlocking between

incomers and bus coupler shall be executed in such a manner that only two

sources should be in circuit at a time.

TPN Aluminium Bus Bars of Minimum 500 Amp with Heat shrinkable coloured -

sleeves , Shrouds at Joints and including DMC/SMC bus bars supports at

required interval complete for cross section, side supports and their spacing etc.

19 Nos. Outgoing Feeders :- -

1 Nos. 250A, FP 25KA MCCB (CAPACITOR PANEL) -

9 Nos. 160A, FP 25KA MCCB -

1 Nos. 200A, FP 25KA MCCB -

4 Nos. 100A, FP 25KA MCCB -

4 No 63 AMP 4P 10KA MCCB -

Spare space for 100A MCCB - 02 Nos. -

Complete Panel as Above and complete set 1.00 4,77,594.46 4,77,594.46

32.03 MR 5 AUTOMATIC POWER FACTOR CORRECTION PANEL -

(CAPACITOR PANEL) - 90 KVAR

Supplying, Installation, Testing and Commissioning of cubicle type capacitior -

panel suitable for 415 & 3 phase 50 HZ A.C. supply System fabricated in design

AmpsSheet Steel of

with thickMagnetic

Thermal for frame Based

work and cover,

release 3 mm thick

(Ics=100% for-

b) 250A, 4 strip Tinned Aluminium busbar -1 Set -

c) Micro processor based automatic Power factor control relay i/c power factor -

metre in 8 steps

d) Multi functional meters with suitable CTS and protection MCBS 1 set. -

e) 3 Nos. Phase indicating light (lamp) with MCBs protection. -

2 Set - 63A Amp TP MCCB 10 KA and Capacitor duly switching contactor for -

20 KVAR capacity auto mannual selector switch start/stop puch button on/off

indicatting lamp with protection MCB & delay timer complete i/c 20 KVAR

Normal Duty 440V capacitor bank with inter Connection

4 Set -32 Amp TP MCCB 10 KA and Capacitor duly switching contactor for 10 -

KVAR capacity auto mannual selector switch start/stop puch button on/off

indicatting lamp with protection MCB & delay timer complete i/c 10 KVAR

Normal Duty 440V capacitor bank with inter Connection

2 Set - 16 Amp TP MCCB 10 KA and Capacitor duly switching contactor for 5 -

KVAR capacity auto mannual selector switch start/stop puch button on/off

indicatting lamp with protection MCB & delay timer complete i/c 5 KVAR

Normal Duty 440V capacitor bank with inter Connection

Capacitor panel should switch OFF when DG starts. Control wiring should -

be done for it.

complete panel as above and complete set 1.00 1,74,937.11 1,74,937.11

32.04 MR 6 SCHOOL BUILDING MAIN DISTRIBUTION PANEL -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

Design, manufacture, supply, installation, testing and commissioning of -

cubicle type panel fabricated out of CRCA sheet steel , floor mounted

totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50

HZ complete with aluminium bus bar and all accessories including supply

and fixing of following incoming and outgoing switchgears, Panel Should

Have Double Earthing Provision which connected to the nearest earth

NOTE:- MCCB's wherever specified upto 250A shall be Thermal -

Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 160 AMP FP MCCB -

3 Nos. Phase Indication light (lamp) with MCBs protection. -

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity -

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

90 deg C. The temperature rise should be restricted to 45 deg C above

ambient temperature.

OUT GOINGS : -

18 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

complete panel as above and complete set 1.00 1,33,445.36 1,33,445.36

32.05 MR 7 UPS PANEL -

Design, manufacture, supply, installation, testing and commissioning of cubicle -

type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed

switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with

aluminium bus bar and all accessories including supply and fixing of following

incoming and outgoing switchgears, Panel Should Have Double Earthing

Provision which connected to the nearest earth grid.

INCOMER : 1 Nos 63 AMP FP MCCB (Thru Bypass Switch 10 KVA -

BUS BAR : 100 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity -

electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable

sleeves. The current density of bus bar shall be minimum 06 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg -

C. The temperature rise should be restricted to 45 deg C above ambient

OUT GOINGS : -

3 No 63 AMP DP MCB i/c spare -

3 No 40 AMP DP MCB i/c spare -

complete panel as above and complete set 1.00 23,775.95 23,775.95

32.06 MR 8 BOYS HOSTEL MAIN DISTRIBUTION BOARD -

Design, manufacture, supply, installation, testing and commissioning of -

cubicle type panel fabricated out of CRCA sheet steel , floor mounted

totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50

HZ complete with aluminium bus bar and all accessories including supply

and fixing of following incoming and outgoing switchgears, Panel Should

Have Double Earthing Provision which connected to the nearest earth

NOTE:- MCCB's wherever specified upto 250A shall be Thermal -

Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB -

3 Nos. Phase Indication light (lamp) with MCBs protection. -

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity -

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

90 deg C. The temperature rise should be restricted to 45 deg C above

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

complete panel as above and complete set 1.00 1,03,164.66 1,03,164.66

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

32.07 MR 9 GIRLS HOSTEL MAIN DISTRIBUTION BOARD -

Design, manufacture, supply, installation, testing and commissioning of -

cubicle type panel fabricated out of CRCA sheet steel , floor mounted

totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50

HZ complete with aluminium bus bar and all accessories including supply

and fixing of following incoming and outgoing switchgears, Panel Should

Have Double Earthing Provision which connected to the nearest earth

NOTE:- MCCB's wherever specified upto 250A shall be Thermal -

Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB -

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity -

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

90 deg C. The temperature rise should be restricted to 45 deg C above

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

complete panel as above and complete

32.08 MR 10 TYPE - III STAFF QTRS. METER BOARD

Design, manufacture, supply, installation, testing and commissioning of floor /

wall mounted powder coated cubicle type, totally enclosed dust and vermin

proof compartmentalized meter board fabricated out of 2mm CRCA sheet

suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV

danger notice plate, on surface ISI marked Electronic kWh meter,

indication lamps, CT's, Interconnection with suitable capacity aluminium

strips , door covers, seperate compartment for each meter, glass inspection

window, connection of incoming and outgoing cables with thimbles,

with all accessories including supply and fixing of following incoming and

outgoing switchgears complete as required (Panel Should Have a common earth

bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is connected

to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic &

Above 250A will be Microprocessor based inbuilt protections.

(A) Meter Board - I (For 12 Qtrs.) (G+2)

INCOMER : 250 AMP FP MCCB, 25 KA with Thermal Release Range

(160-200) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional

meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq

mm / amp. The Maximum allowable temperature for the Bus bar to be restricted

to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient

14 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

12 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0,

suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special features

like Tamper logging etc.complete with all necessary wiring.

complete panel as above 1.00 1,03,088.80 1,03,088.80

(B ) Meter Board - II (For 6 Qtrs.) (G+2)

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-

100) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional

meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq

mm / amp. The Maximum allowable temperature for the Bus bar to be restricted

to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient

8 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

6 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0,

suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special features

like Tamper logging etc.complete with all necessary wiring.

complete panel as above 1.00 61,476.95 61,476.95

32.09 MR 11 TYPE -II ( G+2) STAFF QTRS. METER BOARD ( For 10 Qtrs.)

Design, manufacture, supply, installation, testing and commissioning of floor /

wall mounted powder coated cubicle type, totally enclosed dust and vermin

proof compartmentalized meter board fabricated out of 2mm CRCA sheet

suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV

danger notice plate, on surface ISI marked Electronic kWh meter,

indication lamps, CT's, Interconnection with suitable capacity aluminium

strips , door covers, seperate compartment for each meter, glass inspection

window, connection of incoming and outgoing cables with thimbles,

with all accessories including supply and fixing of following incoming and

outgoing switchgears complete as required (Panel Should Have a common earth

bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is connected

to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic &

Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-

100) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional

meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq

mm / amp. The Maximum allowable temperature for the Bus bar to be restricted

to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient

12 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

10 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0,

suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special features

like Tamper logging etc.complete with all necessary wiring.

complete panel as above 1.00 82,863.39 82,863.39

32.10 MR 12 PRINCIPAL QTR. METER BOARD

Design, manufacture, supply, installation, testing and commissioning of wall

mounted powder coated cubicle type, totally enclosed dust and vermin proof

meter board fabricated out of 2mm CRCA sheet suitable for use of 230 volts , 1

phase, 50 HZ complete with bus bars, MV danger notice plate, ISI marked

Electronic kWh meter, indication lamps, Interconnection with glass

inspection window, connection of incoming and outgoing cables with

thimbles, with all accessories including supply and fixing of following

incoming and outgoing switchgears complete earthing etc. as required.

INCOMER : 63 AMP DP MCB with 2 nos. LED Indication Lights

1 No 40 AMP DP MCB (For each Qtr.DBs and Spare )

1 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0,

suitable for operation on 240 V, 50 Hz single phase AC supply with

complete panel as above 1.00 10,225.96 10,225.96

32.11 MR 13 EXTERNAL LIGHT FEEDER PILLAR

Design, Manufacture, Supply, Installation, Testing and Commissioning of

Panel Fabricated out of 16 SWG CRCA sheet steel, IP 54, wall / floor mounting

type with rain canopy The sheet steel shall undergo minimum 7 tank treatment

followed by finishing powder coating of min 60 micron thickness. the board

includes 415 /240 V electrolitic Aluminium Bus Bar, removable gland plates,

cable glands, including connection with outgoing feeders complete in all

respect, Panel Should Have Double Earthing Provision Which Connected to the

Nearest Earth Grid.

1 no. 100A, 25KA 4P MCCB with Thermal Magnetic based releases, ON

indication, + 3 Nos 63A DP MCB For each Phase.with 3 Nos Astronomical

Weekly programmable time switch (SST- 1min) ON Phase for automaitc

switching of landscape light fixtures at sun set and sun rise or twilight (auto on/

auto off and auto mode) with manual override faiclity with 12/24 hour display

format with suitable battery and indication for relay status i/c programming at

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

TPN Aluminium bus bar with heat Shrink Sleeve rated for 125A.

18 nos 16A DP MCB (For Compound Group Light + Spare)

4 Nos 16KA 40A FP MCCB (Spare)

1 nos 40A FP MCCB (BORE WELL STAND BY)

Other items such as

1 Set of control wiring

1 Set of designation plates

All Items complete as above set 2.00 90,906.36 1,81,812.72

Total of sub-head (32.0) (Non DSR) 15,40,326.70

33 Supply Of L.T. Cable:

Supplying of Following Sizes of 1.1 kV Grade Multicore Aluminium Conductor

XLPE Power Cable Insulated armoured cable conforming to IS:7098 (Part - I) or

as per Relevant IS Code complete with all Amendments etc and should be

NABL certified as required.

MR 3.5 C X 300 Sq.mm Al. XLPE arm. Metre 335.00 2,491.70 8,34,719.50

MR 3.5 C X 185 Sq.mm Al. XLPE arm. Metre - 1,588.79 -

MR 3.5 C X 150 Sq.mm Al. XLPE arm. Metre 200.00 1,255.86 2,51,172.00

MR 3.5 C X 120 Sq.mm Al. XLPE arm. Metre - 1,069.38 -

MR 3.5 C X 95 Sq.mm Al. XLPE arm. Metre 85.00 871.30 74,060.50

MR 3.5 C X 70 Sq.mm Al. XLPE arm. Metre - 696.41 -

MR 3.5 C X 50 Sq.mm Al. XLPE arm. Metre 30.00 515.20 15,456.00

MR 3.5 C X 35 Sq.mm Al. XLPE arm. Metre 20.00 384.55 7,691.00

MR 3.5 C X 25 Sq.mm Al. XLPE arm. Metre 2,500.00 311.86 7,79,650.00

MR 2C X 16 Sq.mm Al. XLPE arm. Metre 70.00 178.05 12,463.50

MR 2C X 10 Sq.mm Al. XLPE arm. Metre 20.00 174.89 3,497.80

DSR 7 LT Cable Laying

33.01 DSR 7.1 Laying of One Number PVC Insulated And PVC Sheathed / XLPE Power Cable -

of 1.1 kV Grade of Following Size Direct in Ground Including Excavation, Sand

Cushioning, Protective Covering and Refilling the Trench etc. as required.

DSR 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 30.00 405.00 12,150.00

DSR 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 60.00 422.00 25,320.00

DSR 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 350.00 474.00 1,65,900.00

33.02 DSR 7.2 Laying of one number additional PVC insulated and PVC sheathed /

XLPE power cable of 1.1 KV grade of following size direct in ground in

the same trench in one tier horizontal formation including excavation,

sand cushioning, protective covering and refilling the trench etc as

DSR 7.2.2 Above 35 sq. mm and upto 95 sq. mm Metre 30.00 286.00 8,580.00

DSR 7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 60.00 304.00 18,240.00

DSR 7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 350.00 356.00 1,24,600.00

33.03 DSR 7.3 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size direct in ground including excavation and

refilling the trench etc as required. but excluding sand cushioning and protective

DSR7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre 30.00 217.00 6,510.00

DSR 7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 50.00 234.00 11,700.00

DSR 7.3.4 Above 185 sq. mm and upto 400 sq. mm Metre 300.00 287.00 86,100.00

33.04 DSR 7.5 Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of

1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as

DSR 7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 10.00 57.00 570.00

DSR 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 10.00 77.00 770.00

DSR 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 10.00 134.00 1,340.00

33.05 DSR 7.7 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE

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

DSR 7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 60.00 55.00 3,300.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Kuakonda, District- Dantewada, Chhattisgarh

S. No. Description Unit Quantity Rate Amount (In Rs)

DSR 7.7.3 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat Metre 5.00

DSR 7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with Metre 10.00

25/40x3mm MS flat clamp)

DSR 7.7.4 Above 185 sq. mm and upto 400 sq. mm(clamped with Metre 10.00

40x3mm MS flat clamp)

33.06 DSR 7.6 Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of

1.1 KV grade of following size in the existing masonary open duct as required.

DSR 7.6.2 Above 35 sq. mm and upto 95 sq. mm Metre 10.00 45.00 450.00

DSR 7.6.3 Above 95 sq. mm and upto 185 sq. mm Metre 10.00 63.00 630.00

DSR 7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 10.00 115.00 1,150.00

DSR 9 LT CABLE JOINTING & END TERMINATION

33.07 DSR 9.1 Supplying and Making End Termination With Brass Compression Gland and

Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE

Aluminium Conductor Cable of 1.1 kV Grade as Required.

Total of sub-head (33.0) (Non DSR) 33,96,308.75

Total of sub-head (33.0) (DSR) 11,87,509.00

34.0 HT Cable And Accessories

34.01 MR 18 Supply of H.T. Cable

Supply & Testing of following 11 KV( UE) grade multicore Aluminium

conductor XLPE insulated cable, insulation screening with extruded semi

conducting compound in combination with copper tape armoured cores laid up,

inner sheath of PVC tape, galvanised steel flat strip armoured and overall PVC

sheathed cable conforming to IS: 7098 (Part - II) and complete with all latest

amendments etc. complete as required.