Construction of Eklavya Model Residential School (EMRS) at Orchha, District- Narayanpur Chhattisgarh

TOTAL AMOUNT WITH CORRECTION FACTOR (0.973) AS PER OM

Grand Total (DSR+ Non DSR) (A):- 37,71,80,447

GRAND TOTAL (CIVIL WORKS) (In Rs) 28,60,10,125.03 35,84,653.44

GRAND TOTAL (PLUMBING WORKS) (In Rs) 1,28,37,457.10 25,18,487.48

GRAND TOTAL (FIRE FIGHTING WORKS) (In Rs) 12,72,337.00 2,18,635.05

GRAND TOTAL (ELECTRICAL WORKS INTERNAL) (In Rs) 1,08,49,635.00 22,63,169.98

GRAND TOTAL (ELECTRICAL WORKS EXTERNAL) (In Rs) 32,49,772.00 81,25,693.33

GRAND TOTAL (KITCHEN & PANTRY) (In Rs) - 23,81,086.18

GRAND TOTAL (FURNITURE) (In Rs) - 1,37,22,520.72

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 lead of 50m.

2.9.3 Hard rock (blasting prohibited) Cum 65.60 1,258.60 82,564.16

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 Cum 11,727.00 161.60 18,95,083.20

ramming and watering, lead upto 50m and for all lift.

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 complete.

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

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

1.10 2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-

Total of sub-head (1.0) 63,14,766.78

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 :

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

stone aggregate 40 mm nominal size derived from natural sources)

Derived from Providing and placing in position 400 micron thick low density polyethylen (LDPE) black

basic rates of sheet under base of RCC grade slab. The overlaps at end and side joints of PVC sheet

DSR 2021 shall not be less than 100mm wide and shall be pasted to each other with bitumen @ 1.7 Sqm 2,961.00 108.80 3,22,156.80

kg/sqm. (Note: Superfical area of sheet shall be measured for payment)

4.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal

2.02 Derived from Providing and laying broken autoclaved aerated cement (AAC) blocks and/or bats (light

basic rates of weight, having density 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-

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 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 Sqm 1,086.25 332.60 3,61,285.42

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 aggregate Sqm 606.00 370.85 2,24,735.10

12.5mm nominal size derived from natural sources)

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 cleaning the

surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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) 95,59,993.39

3.0 5 Reinforced Cement Concrete -

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 concrete Sqm 2,861.50 332.10 9,50,304.15

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 9,777.00 766.55 74,94,559.35

5.9.4 Shelves (Cast in situ) Sqm 238.00 766.55 1,82,438.90

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 15,716.50 608.35 95,61,132.78

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 8,856.00 804.25 71,22,438.00

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 341.00 657.70 2,24,275.70

5.9.14 Extra for shuttering in circular work(20% of respective centering and shuttering items)

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves

5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string

courses, bands, 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 1,011.00 821.35 8,30,384.85

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

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 Cum 50.00 18,038.45 9,01,922.50

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 more. kg 2,25,644.00 89.65 2,02,28,984.60

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 more. kg 5,11,870.79 89.65 4,58,89,215.95

5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar

1:3 (1 Cement : 3 fine sand).

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.

3.04 5.33 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 330 kg /cum Cum 2,249.00 8,683.80 1,95,29,866.20

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum 167.00 8,823.35 14,73,499.45

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 330 kg /cum Cum 3,328.00 8,964.75 2,98,34,688.00

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 166.00 9,106.35 15,11,654.10

3.05 Derived from Deduct for providing M-20 grade concrete instead of M-25 grade machine batched and

DSR 2021 machine mixed design mix for reinforced cement concrete work (Note:- Cement content

basic rates 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 joints.

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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 101.00 5,800.15 5,85,815.15

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.)

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 86.00 5,424.20 4,66,481.20

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 and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 344.00 6,658.25 22,90,438.00

6.1.2 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10

(Modified) average compressive strength in foundation and plinth in: Cum 235.00 6,995.33 16,43,902.55

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

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 453.00 8,288.40 37,54,645.20

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 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 approved block laying polymer modified adhesive mortar all Cum 2,239.00 7,213.50 1,61,51,026.50

complete as per direction of Engineer-in-Charge. (The payment of RCC band and

reinforcement shall be made for seperately).

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 -

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 1,214.60 1,018.05 12,36,523.53

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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 masonry.

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 at all levels.

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. Metre 218.00 475.55 1,03,669.90

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 etc. complete.

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 Sqm 3,565.00 1,063.45 37,91,199.25

: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing

in white cement mixed with pigment of matching shade complete.

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 of opening for glass Sqm 94.00 148.50 13,959.00

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 Sqm 492.00 2,015.75 9,91,749.00

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 -

9.48.1 Fixed to steel windows by welding kg 17,209.00 181.00 31,14,829.00

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 281.00 173.95 48,879.95

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 -

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, 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. complete.

9.101.2 Twin rubber stopper Each 303.00 62.25 18,861.75

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-

8.0 10 Steel Work -

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed

work, including cutting, hoisting, fixing in position and applying a priming coat of 7,957.00 111.95 8,90,786.15

approved steel primer all complete.

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 Sqm 86.00 9,397.35 8,08,172.10

arrangement, stoppers, handles, including applying a priming coat of approved steel

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 steel primer.

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 29.20 4,615.15 1,34,762.38

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

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 cost of other fittings, all complete as per

approved design (sectional weight of only M.S. tubular profile shall be measured for

8.06 10.12 Providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape

(Modified) and section with screws in steel doors, windows, ventilators, composite units and M.S. Metre 1,439.00 45.40 65,330.60

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). kg 10,627.00 114.65 12,18,385.55

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). kg 27,303.00 146.55 40,01,254.65

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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.

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. -

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 4,927.00 142.30 7,01,112.10

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

use of chequered plate wherever required, all complete

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 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

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/ sqm) Sqm 1,176.00 940.30 11,05,792.80

10.30.2 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) Sqm 98.00 1,243.50 1,21,863.00

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

9.02 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50

mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1

cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, Sqm 1,291.00 928.65 11,98,887.15

hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s

specifications. This includes cost of cement slurry, but excluding the cost of nosing of

steps etc. complete.

11.8 Extra for making chequers of approved pattern on cement concrete floors, steps, landing,

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 with : Note : Qty. shall be executed in marble strips of width upto 50mm.

11.23.5 Udaipur green marble Sqm - 2,100.40 -

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 complete.

9.07 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Metre 985.00 157.35 1,54,989.75

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 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.,

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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.

11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in

linear as well as curvilinear portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing curing and

polishing etc. all complete as specified and as directed by the Engineer-in-Charge

11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

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 Cum 6.00 1,309.00 7,854.00

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-Charge.

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 Sqm 28.00 1,719.00 48,132.00

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 22.00 260.20 5,724.40

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 : Each 114.00 266.60 30,392.40

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 specified.

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 Sqm 391.00 671.55 2,62,576.05

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 microns

using self drilling/ self tapping screws complete :

12.51.2 Flashings/ Aprons.( Upto 600 mm) Metre 12.00 412.85 4,954.20

12.51.4 Barge board (upto 300 mm) Metre 23.00 384.20 8,836.60

12.51.6 Gutter (600 mm over all girth) Metre 23.00 1,110.60 25,543.80

Total of sub-head (10.0) 3,38,027.45

11.0 13 Finishing -

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 140.00 67.80 9,492.00

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 Sqm 12,152.00 442.75 53,80,298.00

cement : 6 fine sand)

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

11.06 13.21 Extra for providing and mixing water proofing material in cement plaster work in per bag of

proportion recommended by the manufacturers. 50kg cement 190.00 18.50 3,515.00

used in the mix

11.07 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to

prepare the surface even and smooth complete.

11.08 13.27 (M) Extra for lining out plaster to imitate stone or concrete blocks or brick walling. sqm 1,346.65 93.75 1,26,248.44

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

13.37.1 New work (three or more coats) Sqm 360.00 32.45 11,682.00

11.10 13.41 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 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 iron/ steel works

11.13 13.50 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as

per manufacturer’s specifications including appropriate priming coat, preparation of -

surface, etc. complete.

11.14 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even

13.61.1 Two or more coats on new work Sqm 4,333.00 131.45 5,69,572.85

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 Sqm 3,496.00 123.85 4,32,979.60

even and smooth complete.

12.0 21 Aluminium Work -

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) kg 257.00 466.30 1,19,839.10

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) kg 297.00 553.55 1,64,404.35

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 Each 5.00 449.55 2,247.75

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 20.00 89.60 1,792.00

Total of sub-head (12.0) 3,66,856.55

13.0 22 Water Proofing -

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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.

(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

(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 kg/sqm).

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 thick) Sqm - 285.60 -

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. Sqm 4,932.00 1,502.95 74,12,549.40

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 any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 744.00 406.25 3,02,250.00

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 360.00 311.50 1,12,140.00

Total of sub-head (13.0) 86,65,928.10

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.

14.02 16.7 Brick edging in full brick width and half brick depth including

excavation, refilling and disposal of surplus earth lead upto 50 metres.

14.03 16.6.1 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete

including preparation of the surface and rolling.

14.04 16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface

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 245.00 141.80 34,741.00

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. Sqm 2,264.00 7.50 16,980.00

14.05 16.11 Deduct for using available stone of size 15 cm x 22.5 cm for dry stone pitching. (Rate is

(Modified) below relevant item)

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, 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 Metre 966.00 303.65 2,93,325.90

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 kg 2,934.00 99.95 2,93,253.30

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 road surface including Sqm 116.00 623.80 72,360.80

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.

14.09 16.66 Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning

the soil as deported in layers not exceeding 20 cm in depth, including consolidating and

deposited layer by ramming watering etc., disposing of surplus excavated soil as directed

with in a lead of 50 mm and lift upto 1.5 m.

16.66.1 All kind of soil each 16.00 26.45 423.20

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 Sqm 825.00 951.00 7,84,575.00

50mm 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 more than 5mm), including making Cum 56.00 8,613.55 4,82,358.80

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).

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 Engineer-in-charge. (The panel Cum 245.00 8,964.00 21,96,180.00

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

14.13 16.76 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C.

14.14 16.3 Supplying and stacking at site. -

16.3.2 63 mm to 45 mm size stone aggregate Cum 233.00 1,624.50 3,78,508.50

14.15 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 233.00 1,837.25 4,28,079.25

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 Cum 572.00 865.80 4,95,237.60

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 Sq. inch 6,050.00 23.49 1,42,114.50

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 Sqm 518.00 5,599.84 29,00,717.12

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 Sqm 640.00 206.87 1,32,396.80

etc.all complete.

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

15.04 MR 4 Providing & fixing 5mm thick tinted glass panes with putty in steel doors, windows, Sqm 104.00

clerestory windows etc. 1,775.27 1,84,628.08

MR 5 Providing and fixing oxidised M.S. casement window fastener with necessary screws etc.

complete. (copper oxidized as per IS: 1378) each 2,510.00 35.29 88,577.90

a) 100 mm weighing not less than 100 gms

MR6 Manufacturing, supplying and fixing of "Eklavya" emblem/logo of outer dimension 2.90

m ± 3% (width) x 5.70 m ± 3% (height)) made of 18mm thick WPC (Wood Polymer

Composite) on external wall face upto height of 6.50 m consist of:

i) Cutting of WPC board in required size, shape and design by using CNC (Computer

Numerical Control) machine.

ii) Applying priming coat followed by spray painting with synthetic enamel paint to

exposed surface in two or more coats to give an even shade.

iii) Transporting the material with mechanical means to site of work within a lead upto

iv) Fixing the emblem to wall surface with necessary nails and wooden gutties.

v) Final touch up and cleaning the surface neatly.

(Note: The rate includes cost of WPC board, CNC cutting, spray painting, transportation,

fixing and hire & running charges of all tool & plant required.)

MR 7 Manufacturing, supplying and fixing of "Eklavya" emblem/logo of outer dimension 0.60

m ± 3% (width) x 0.90 m ± 3% (height) made of 18mm thick WPC (Wood Polymer

Composite) on external wall face upto height of 4.00 m consist of:

i) Cutting of WPC board in required size, shape and design by using CNC (Computer

Numerical Control) machine. ii) Applying priming coat followed by spray painting with

synthetic enamel paint to exposed surface in two or more coats to give an even shade.

iii) Transporting the material with mechanical means to site of work within a lead upto

150 km.iv) Fixing the emblem to wall surface with necessary nails and wooden gutties. each 1.00 7,458.28 7,458.28

v) Final touch up and cleaning the surface neatly. (Note: The rate includes cost of WPC

board, CNC cutting, spray painting, transportation, fixing and hire & running charges of

all tool & plant required.)

TOTAL AMOUNT (NON DSR) 35,84,653.44

TOTAL AMOUNT (NON DSR) 35,84,653.44

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 7.50 3,542.85 26,571.38

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 Each 56.00 5,540.55 3,10,270.80

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 Each 56.00 299.35 16,763.60

Engineer - in-charge

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. Each 22.00 3,322.60 73,097.20

brass) including making good the walls wherever required.

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 arrangement of Each 76.00 204.70 15,557.20

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 810 gms.

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 88 gms Each - 109.85 -

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

18.54.3 15 mm nominal bore, 165 mm long, weighing not less than 110 gms Each - 156.65 -

16.11 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved

make conforming to IS:8931.

18.52.1 15 mm nominal bore (For Shower) Each 194.00 594.75 1,15,381.50

16.12 18.53 Providing and fixing C.P. brass angle valve for basin mixer and points of approved

quality conforming to IS:8931

18.53.1 15 mm nominal bore (For Shower) Each 557.00 500.35 2,78,694.95

16.13 18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than

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 require:

17.7.4 White Vitreous China Flat back wash basin size 550x

400 mm with single 15 mm C.P. brass pillar tap

16.15 17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm

PTMT waste coupling of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever required. White Vitreous China Flat back

wash basin size 550x400 mm with single 15 mm PTMT pillar cock

16.16 17.28 Providing & fixing PVC waste pipe for sink including PVC waste fitting Complete - -

17.28.2 Flexible Pipe - -

16.17 17.34 Providing and fixing toilet paper holder : - -

16.18 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions - -

16.19 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

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type

16.20 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 106 gms. Each 299.00 96.75 28,928.25

16.21 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 with snap Each 44.00 146.30 6,437.20

fittings of approved quality and colour, weighing not less than 105 gms.

16.22 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 and colour. - -

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of

88 mm, weighing not less than 190 gms.

16.23 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less

17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality

17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45

18.56 Providing and fixing PTMT pillar cock of approved quality and colour. Each - -

18.56.1 15 mm nominal bore, 107 mm long, weighing not less than 110 gms Each - 180.80 -

Sanitary Installations work (Non-Scheduled Items) -

16.24 MR 08 Providing and fixing U-shaped stainless steel grab bar (for differntly abled person) of size

600mm wall mounted, movable (horizontally and vertically) with necessary dash fastener

etc. all complete. (Basic rate of material shall not be less than Rs.3900 each)

16.25 MR 09 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 Each 32.00 6,212.44 1,98,798.08

making good the walls wherever require complete as per direction of Engineer in Charge

16.26 MR 10 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 holes, studs, all Each 176.00 1,721.85 3,03,045.60

fittings, screws, washers and making good the walls.

16.27 MR 11 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 Each 248.00 199.02 49,356.96

16.28 MR 12 Providing and fixing C.P. brass swan neck foam flow pillar cock of approved quality and

conforming to IS standards. a) 15mm nominal bore

16.29 MR 13 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 31.00 1,093.08 33,885.48

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

MR 14 Providing & fixing stainless steel butterfly robe pegs (hook) having three hooks of

superior quality with necessary scres etc. complete.

Total of sub-head (16.0) (DSR) 24,45,115.23

Total of sub-head (16.0) (Non DSR) 6,77,367.51

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

17.01 18.58 Providing and fixing PTMT grating of approved quality and colour -

18.58.1 Circular type -

18.58.1.2 125 mm nominal dia with 25mm waste hole. Each 138.00 45.25 6,244.50

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 59.00 119.95 7,077.05

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.

17.04 MR 15 Providing and fixing UV resistant unplasticised Rigid PVC soil, waste and vent pipes

(SWR pipe) conforming to IS : 13592 Type B (working pressure 6 kg /sqcm), jointing

with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion

including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees,

junctions (with or without doors), reducers, couplers, cowels, clamps, etc. wherever

a) Single socketed pipes, 110 mm diameter (wall thickness - 3.2 to 3.8 mm) Metre 2,254.00 687.82 15,50,346.28

17.05 MR 16 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 272.00 324.24 88,193.28

17.06 MR 17 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 concrete 1:2:4 mix complete including cost of cutting

and making good the walls and floors wherever required.

17.07 MR 18 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).

17.08 MR 19 Providing and fixing uPVC cleanout plug conforming to IS:14735 – 1999 complete with

all fitting, accessories etc. complete.

Total of sub-head (17.0) (DSR) 3,89,984.70

Total of sub-head (17.0) (Non DSR) 17,41,459.57

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

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 -

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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 synPainting G.I. pipes and fittings with synthetic enamel white paint

with two coats over a ready mixed priming coat, both of approved -

quality for new work

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

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) -

18.07 MR 20 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 10.00 225.52 2,255.20

20 mm dia nominal bore Each 50.00 324.24 16,212.00

25 mm dia nominal bore Each 80.00 465.15 37,212.00

32 mm dia nominal bore Each 60.00 733.02 43,981.20

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

Total of sub-head (18.0) (Non DSR) 99,660.40

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

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 :

19.05 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 frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 40.00 11,687.10 4,67,484.00

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 58 kg) :

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 Metre 2.00 8,127.45 16,254.90

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 3.00 9,744.25 29,232.75

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

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 each 4.00 11,705.55 46,822.20

19.08 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 4.00 6,986.80 27,947.20

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

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

class designation 7.5

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 suitable to with stand the bend test and

chemical resistance test as per specifications and having manufacture's permanent each 150.00 469.00 70,350.00

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 5.00 1,882.20 9,411.00

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 design:

19.4.3.1 180x150 mm size P type With FPS bricks each 58.00 2,517.95 1,46,041.10

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 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

19.32 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 and 1.20 m long complete as per standard design.

Total of sub-head (19.0) (DSR) 38,99,593.88

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

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm Metre 12.00 458.10 5,497.20

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 Metre 30.00 825.30 24,759.00

2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia Metre 1.00 949.60 949.60

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 drainage)

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 second class Sqm 20.00 1,484.70 29,694.00

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 -

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 cum 4.00 1,302.30 5,209.20

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 cum 4.00 1,309.00 5,236.00

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 cum 4.00 1,309.00 5,236.00

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 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- charge.

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).

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

20.18 Derived from Constructing brick masonry open surface drain with bricks of class designation 75 in

DSR 2021 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 design:

a) 25 cm drain 30 cm average depth, With F.P.S. bricks each 600.00 1,776.16 10,65,696.00

20.19 Derived from Extra for additional depth for brick masonry open surface drain :

DSR 2021 a) 25 cm drain 30 cm depth, with common burnt clay F.P.S. (non modular) bricks of Metre 300.00 428.05 1,28,415.00

class designation 7.5

Total of sub-head (20.0) (DSR) 30,89,429.15

21 EXTERNAL WATER SUPPLY SYSTEM AND PUMPS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

21.01 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including ,trenching and

18.12.3 25mm nominal bore Metre 40.00 417.95 16,718.00

18.12.5 40mm nominal bore Metre 85.00 558.35 47,459.75

18.12.6 50mm nominal bore Metre 125.00 654.20 81,775.00

18.12.7 65mm nominal bore Metre 55.00 768.60 42,273.00

18.12.8 80mm nominal bore Metre 90.00 919.10 82,719.00

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 40.00 15.25 610.00

18.40.4 32 mm dia, nominal bore Metre 530.00 18.40 9,752.00

18.40.5 40 mm dia, nominal bore Metre 85.00 20.95 1,780.75

18.40.6 50 mm dia, nominal bore Metre 125.00 25.25 3,156.25

18.40.7 65 mm dia, nominal bore Metre 55.00 31.30 1,721.50

18.40.8 80mm nominal bore Metre 90.00 36.40 3,276.00

21.03 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed

external works -

18.17.2 32 mm dia, nominal bore Each 13.00 589.90 7,668.70

18.17.4 50mm nominal bore Each 3.00 707.30 2,121.90

21.04 Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in

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 -

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 1:2:4 mix (1

cement : 2 corase sand: 4 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

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

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

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

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

complete as per standard design :

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

class designation 7.5

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

size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 -

graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar

1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement

complete as per standard design :

18.34.1 With common burnt clay F.

18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 3.00 17,577.90 52,733.70

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 disc nitrile sheet & O - ring & PN

2022/ 16.11.1 16 pressure rating as specified.

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST

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

21.10 ELECT. DSR NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal

2022 / 16.11.2 flanged end & PN 16 pressure rating as specified.

21.11 ELECT. DSR Providing and fixing GI pipes medium class conforming to IS 1239 with GI fittings

2022 / 14.13 including cutting hole chase painted with primer, two coats of enamel paints etc

Total of sub-head (21.0) (DSR) 9,07,450.05

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 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 -

Engineer-in-charge.

23.4.3 200 mm nominal size dia metre 40.00 1,099.25 43,970.00

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 cum 14.00 1,479.25 20,709.50

complete as per direction of Engineer-in-charge.

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, measuring static level & draw down etc. by step draw down method, hour 72.00 916.80 66,009.60

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

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 size -

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) 4,07,356.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, 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 :

18.7.1 25 mm dia. Metre 20.00

18.7.5 65 mm dia. Metre 68.00

18.7.6 80 mm dia. Metre 240.00

7.7 100mm dia Metre 45.00

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 -

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) complete Nos 3.00

with shut off valve duly calibrated before installation complete as required & as per

enclosed specification.

Total of sub-head (23.0) (DSR) 7,85,496.00

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 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) 1,73,500.00

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 bracket, confirming to

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

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.)

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 Nitrogen gas filled, with discharge

nozzle with wall mounting bracket (rubber gripped) complete with internal charges. (

Contractor should submit test certificate form manufacturer along with serial number of

every extinguishers supplied.)

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) 1,05,911.34

26.0 FIRE PUMPS & ACCESSORIES - -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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

26.01 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 : 1520

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' insulation,

conforming to IS-325.

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

(d) Suitable cement concrete foundation duly plastered and with anti vibration pads. - -

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

26.02 MR flanges) as per specification of the manufacturers and direction of Engineer in chief PN- - -

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

26.04 MR No. 1 No. 32A TP MCCB without releases. DOL starter with over load relay, single Nos 3.00 36,273.41 1,08,820.23

phase preventor and indicating lamps with ON/OFF push buttons. 1 No. Automanual

selector switch. Suitable for booster pumps"

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.

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.)

27.03 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper Point 36.00

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

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 5203.00

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.

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

27.05 1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper Metre 1044.00

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.

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 105.00 754.00 79,170.00

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 1047.00

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 374.00

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

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 58.00

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) 85,47,551.00

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 Required.

2.10.5 Triple pole and neutral Each 1.00 1,228.00 1,228.00

28.02 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete Each 28.00

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 Required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 Required.

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.

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 MCB DB Each 5.00 752.00 3,760.00

2.23.2 For 8 way, Double door SPN MCB DB Each 9.00 832.00 7,488.00

2.23.3 For 14 way, Double door SPN MCB DB Each 31.00 902.00 27,962.00

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 11.00 1,124.00 12,364.00

2.24.3 For 8 way, Double door TPN MCBDB Each 22.00 1,340.00 29,480.00

28.12 2.16 Supplying and fixing DP sheet steel enclosure on surface/recess along with 25/32 Each 31.00

A 240V "C" Curve DP MCBcomplete with connections, testing and 1,169.00 36,239.00

commissioning etc. as required. ( For Qtrs Emergency Supply)

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) - 10,10,935.00

Total of sub-head (28.0) (Non-DSR) 1,541.38

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.

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 59.00 148.00 8,732.00

1.24.7 TV Antenna socket outlet. Each 38.00 148.00 5,624.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 620.00

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.

29.07 MR 1 SITC Modular Type Computer jack RJ 45 ISI mark 1 Module on existing Mounting plate Each 99.00

and box Complete.

Total of sub-head (29.0) (DSR) - 5,70,748.00

Total of sub-head (29.0) (Non DSR) - 20,652.39

30.0 Internal Lighting Fixtures & Fans -

30.01 MR 2 Supply of 20 Watt LED light Wall Mounted BRACKET light fitting Sutaible for 220 Each 1.00

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 DOWN Each 84.00

LIGHT (Round) Sutaible for 220v Single Phase Supply complete with driver circuit

including making connections etc.as required. (Technical Data - System power 12W, CRI

≥80, Power Factor ≥0.95, System Luminous Efficacy ≥94).

30.03 MR 4 Supply of Surface Mounted Energy Efficient, LED Luminaires 15W LED DOWN Each 35.00

LIGHT (Round) Sutaible for 220v Single Phase Supply complete with driver circuit

including making connections etc.as required. (Technical Data - System power 15W, CRI

≥80, Power Factor ≥0.95, System Luminous Efficacy ≥94).

30.04 MR 5 Supplying and fixing brass batten/ angle holder including 20 w LED Lamp, Each 488.00

connection etc. as required.

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 287.63 287.63

≥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 prewired Each 330.00

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 946.11 3,12,216.30

Luminous Efficacy ≥95)

30.06 MR 7 Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Each 758.00

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 230 volts Each 44.00

Single Phase A C Supply complete with all accessories as required.

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 8.00 1,088.34 8,706.72

(b) 300 mm sweep 900 RPM ( in plastic body)Ventilating fan 26.00 1,625.66 42,267.16

(c) 300 mm sweep 900 RPM ( In metal body) exhaust fan Nos 43.00 3,026.91 1,30,157.13

(d) 450 mm sweep 900 RPM ( In metal body) exhaust fan Nos 10.00 4,772.68 47,726.80

e) 400 mm sweep oscillating type four speed wall mounting fan Nos. 7.00 2,579.14 18,053.98

Erection Of Lighting Fixtures And Fans -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

30.10 1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / Each 1,209.00

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 206.00 2,49,054.00

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 574.00

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 574.00

existing modular plate switch box including connections but excluding modular 369.00 2,11,806.00

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 53.00

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 254.00

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) - 22,40,976.21

Total of sub-head (30.0) (DSR) - 7,20,401.00

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

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 specifications. set 1.00

31.02 MR 2 11KV TRANSFORMER (11 KV /0.433 KV) (250 KVA) -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

Supplying, installation, testing and commissioning of 250 kVA, (Energy efficiency Level - set 1.00

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. 7,70,666.43 7,70,666.43

and lifting lugs i/c 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 required.

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 84,776.68 84,776.68

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 required.

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 rating). -

Each Incoming (ACB/MCCB) shall have ON/OFF/Trip/ LED indication on panel Front -

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)

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 from CRCA

Sheet Steel of 2 mm thick for frame work and cover, 3 mm thick for gland plates i/c

powder coating in approve shade having 200 AMP capacity TPN Aluminium bus bar

DMC/SMC bus bar supprot entire pannel should have common Al. earth bar for size 50

mm x 5 mm i/c Providing & fixing following switch gear mounting there on fans,grills for

propor ventillation complete with gaskets & inner connection i/c connection with existing

CTS in the main CT Panel complete as reqd. The panel board shall be of dust and verm

proof with degree of protection IP 42)

a) 250 Amps TP MCCB with Thermal Magnetic Based release (Ics=100% Icu) - 1 No. -

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 -

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 -

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 -

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.

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 set. -

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 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 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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 UPS) -

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 temperature.

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 grid.

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 set. -

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 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 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

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 grid.

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 set. -

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 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 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 -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)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 temperature.

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

32.09 MR 11 TYPE-III (G+1) 8 nos. 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.

INCOMER : 125 AMP FP MCCB, 30 KA with Thermal Release Range (100-125)

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 temperature.

10 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

8no. , 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 2.00 74,258.88 1,48,517.76

32.10 MR 12 PRINCIPAL QTR., WARDEN RES. ( BOYS AND GIRLS ) METER BOARD -

Design, manufacture, supply, installation, testing and commissioning ofwall 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.

INCOMER : 63 AMP DP MCB with 2 nos. LED Indication Lights -

OUT GOINGS : -

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 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 3.00 10,225.96 30,677.88

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.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

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 site.

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) set

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 2.00 90,906.36 1,81,812.72

Total of sub-head (32.0) (Non DSR) - 15,44,730.63

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 25.00 2,491.70 62,292.50

MR 3.5 C X 240 Sq.mm Al. XLPE arm. Metre - 2,039.71 -

MR 3.5 C X 185 Sq.mm Al. XLPE arm. Metre 505.00 1,588.79 8,02,338.95

MR 3.5 C X 150 Sq.mm Al. XLPE arm. Metre 15.00 1,255.86 18,837.90

MR 3.5 C X 120 Sq.mm Al. XLPE arm. Metre 380.00 1,069.38 4,06,364.40

MR 3.5 C X 95 Sq.mm Al. XLPE arm. Metre - 871.30 -

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 125.00 515.20 64,400.00

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 1,940.00 311.86 6,05,008.40

MR 2 C X 16 Sq.mm Al. XLPE arm. Metre 120.00 178.05 21,366.00

MR 2 C X 10 Sq.mm Al. XLPE arm. Metre 270.00 174.89 47,220.30

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.

DSR7.1.1 Upto 35 sq. mm Metre 750.00

DSR 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 110.00

DSR 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 300.00

DSR 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre -

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 required.

DSR 7.2.1 Upto 35 sq. mm Metre 700.00

DSR 7.2.2 Above 35 sq. mm and upto 95 sq. mm Metre -

DSR 7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 275.00

DSR 7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre -

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 covering.

DSR 7.3.1 Upto 35 sq. mm Metre 700.00

DSR7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre -

DSR 7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 275.00

DSR 7.3.4 Above 185 sq. mm and upto 400 sq. mm Metre -

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 required.

DSR 7.3.1 Upto 35 sq. mm Metre 85.00

DSR 7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 5.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

DSR 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 20.00

DSR 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre -

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 30.00

DSR 7.7.3 Metre 5.00

Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)

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 -

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 7.6.1 Upto 35 sq. mm Metre 85.00

DSR 7.6.2 Above 35 sq. mm and upto 95 sq. mm Metre 5.00

DSR 7.6.3 Above 95 sq. mm and upto 185 sq. mm Metre 20.00

DSR 7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 25.00

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) - 20,35,519.45

Total of sub-head (33.0) (DSR) - 9,80,460.00

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.

34.02 DSR 8 H.T. Cable Laying-DSR Item -

H V CABLE LAYING -

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of -

11 KV grade of size upto 120 sq.mm. as under :-

DSR 8.1.1 (a) direct in ground including excavation, sand cushioning, protective covering Metre 65.00

and refilling the trench etc as required.

DSR 8.2.1 (b)direct in ground in the same trench in one tier horizontal formation including Metre -

excavation, sand cushioning, protective covering and refilling the trench etc as 362.00 -

DSR 8.3.1 (c) in the existing RCC/HUME/METAL pipe as required. Metre 10.00

DSR 8.4.1 (d) in the existing masonary open duct as required. Metre 20.00

DSR 10.1 H.T Termination: DSR Item

34.03 DSR 10.1 Supply and making Indoor cable end jointing with cast resin compund, including lugs and

other jointing materials for following size of 3 core, XLPE aluminium conductor cable of

11KV (UE) grade as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

34.04 DSR 10.2 Supply and making Outdoor cable end jointing with cast resin compund, including lugs

and other jointing materials for following size of 3 core, XLPE aluminium conductor

cable of 11KV ( UE )grade as required.

Total of sub-head (34.0) (Non DSR) 1,21,107.90

Total of sub-head (34.0) (DSR) - 47,149.00

35.0 DSR 2 Miscellaneous Items - DSR -

35.01 2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of Nos. 12.00

mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and 269.00 3,228.00

with inscription in single red colour on front side as required.

35.02 2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of Nos. 2.00

mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and 292.00 584.00

with inscription in single Red colour on front side as required.

35.03 7.90 Supplying and making cable route marker with cement concrete 1:2:4 (1 cement Each 5.00

: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X

60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm

including inscription duly engraved as required.

35.04 7.10 Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. Each 5.00

plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle 508.00 2,540.00

iron, 60 cm long and fixing the same in ground as required.

Miscellaneous Items - MR Items -

35.05 MR 19 SITC of shock treatment chart (prescribed under I.E.rules) duly framed with glass and Nos. 2.00

supported from back with hard board with supply of all material labour T & P etc for 474.11 948.22

proper completion of work. (Approx front area = 1.20 sq M)

35.06 MR 20 SITC of First aid box as approved by Indian red cross conforming to IS : 2217. Nos. 2.00 348.73 697.46

35.07 MR 21 SITC of Fire Bucket stand made of M S angle suitable for and with 4 Nos Fire Buckets of Set 2.00

9.5 Ltrs capacity filled with

35.08 MR 22 SITC of of rubber gloves of 11 KV grade as per IS : 4770. Set 2.00 446.71 893.42

35.09 MR 23 Supplying and fixing of high voltage insulation mat of class B having 11 KV dielectric Metre 1.00

strength, 1000mm width and thickness of 2.5mm ISI approved as required including 3,845.54 3,845.54

cutting to required lengths.

35.10 MR 24 Supplying and fixing of high voltage insulation mat of class B having 1.1 KV dielectric Metre 3.00

strength, 1000mm width and thickness of 2.0 mm ISI approved as required including 2,582.30 7,746.90

cutting to required lengths.

Total of sub-head (35.0) (DSR) - 9,277.00

Total of sub-head (35.0) (Non DSR) - 20,969.22

36.0 DSR 5 Earthing -

36.01 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including Set 18.00

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and

salt as required.. (For BODY EARTHING of each Electrical Panels & Generator 7,472.00 1,34,496.00

Neutral & Body Earthing)

36.02 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including Set 4.00

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and 13,838.00 55,352.00

salt as required.. ( For Transformer BODY & NEUTRAL EARTHING)

36.03 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, SET 4.00

and providing masonry enclosure with cover plate having locking arrangement

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

36.04 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for Metre 215.00

connections etc. as required.

36.05 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing Metre 6,820.00

along with existing surface/ recessed conduit/ submain wiring/ cable as required. 42.00 2,86,440.00

36.06 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for Metre 40.00

connections etc. as required.

36.07 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Metre 20.00

Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. 287.00 5,740.00

thimble excavation and re-filling as required.

Total of sub-head (36.0) (DSR) 6,08,388.00

37.0 DSR 11 Pole Erection -

37.01 11.3 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 -

coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including

excavation and refilling etc. as required.

11.3.1 Above 4.5 metre and upto 6.5 metre Each 46.00 5,121.00 2,35,566.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

37.02 11.6 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/

foundation (during casting) for cable entry including bending the pipe to the required

shape , Hole Seeling to be done complete as required.

11.6.1 32 mm dia Metre 230.00

Total of sub-head (37.0) (DSR) 3,56,316.00

38.0 External Lighting System -

38.01 MR 26 Supply , Installation, Testing & Commissioning of Integrated Post Top Lantern Nos. 2.00

With 45W LED Lamp including suitable size dia G.I.Pipe Pole i/c connection with

3 x 2.5 sq.mm single core PVC insulated copper conductor cable from junction

box to fixture as required.

38.02 MR 27 Supply , Installation, Testing & Commissioning of 60 W LED with complete with Nos. 31.00

pot optic reflector i/c connection with 3x2.5sq.mm single core PVC insulated 3,451.50 1,06,996.50

copper conductor cable from junction box to fixture as required

38.03 MR 28 SITC of Hybrid All In One Integrated Solar LED Street Light fitting rated for 40W Nos. 16.00

output with integrated solar laminate of 80 Wp ( or more) based on Mono

crystalline cell technology, along with battery of rating 12.8V 30Ah (or more)

based on Lithium Ferro Phosphate Chemistry (LiFePO4), with a light output of

greater than 6000 Lumens (>6000), LEDs with a life greater than >50000Hrs and

Lumen efficacy greater than 150Lm/W , with an autonomy of 2 days ( 24 hrs.)or

more with dimming, INBUILT PROTECTIONS FOR LONGER RELIABILITY -

Over Charge Protection, Deep Discharge Protection, Battery Reverse Polarity

Protection, Load Short Circuit Protection, Load Open Circuit Protection, Reverse

Polarity Protection for Panel and Over Temperature Protection. Surge Protection

for Hybrid Models. The housing of the street light should be made of Extruded

Aluminium / Die Cast Aluminium, equipped with battery charge controller of

efficiency greater than 92%, hybrid controller efficiency of greater than 85% and 45,092.86 7,21,485.76

motion detection sensor with atleast 12mtr range. The light fitting shall be

complete with all accessories in all respect as per manufacturer design. The light

should also be tested for its performance (LM 79), Ingress protection( IP 65 or

more), Impact resistance (IK08 or more) from 3rd party NABL Labs / TUV / UL /

MNRE Authorised labs. (Note:- Inhouse labs approved by NABL will not be

acceptable, only 3rd part labs shall be considered . The lighting supplier should

be able to provide immediate service support with a service centre on

district level and must have a dedicated toll free number to register

complaints. The warranty on the complete solar light shall be of 5 years.)

( B )The following certificates/documents are mandatory at the time of supply and

after execution as and where applicable :- 1. EN50530 – MPPT Efficiency

4. IEC 60598 – Part 1 – General requirement

6. LM 79 REPORT

The Executant must submit the TDS, LM 79 report , IK 08 & IP 65 report of third

party NABL lab , LM80 report of chip manufacturer in the department for obtaining

the approval from the authority prior to start of work/ procurement of Solar street

lights. Reports of inhouse lighting company Lab having NABL accrediation will

not be acceptable.

Test reports like EN50530 – MPPT Efficiency , IEC61547 ,IEC61000-3-2 – EMC ,

IEC 60598 – Part 1 – General requirement , IEC 62109 obtained from Third party

NABL Lab/ TUV/UL/MNRE Lab's test report are required to be submitted by the

executant along with manufacturer's warranty certificate in the name of

concerned department for providing 5 years complete system warranty &

providing immediate after sales service within the warranty period against

manufacturing defects, LM 79 report,IP 65 report , IK 08 report against the

supply of Hybrid AIO Solar lights for it's acceptance by the department

38.04 MR 29 Building Outer Light (60W LED) :- Supply, fitting, fixing and testing of building Each 16.00

outer lighting luminaire aerodynamically shaped single piece pressure die-cast

Aluminum luminaire with high power LEDs as light source and electronic driver

(IP66), along with 60W LED Lamp as Energy saving as per drawing prescribed

reflector and heat resistant toughened flat glass cover, with 5ft long 40mm dia G.I. 5,299.46 84,791.36

pipe with 3 Nos. of iron clamps , anchor nut bolts with double washers as per

direction of E/I or consultant as per drawing prescribed reflector and heat

resistant toughened flat glass cover. (Make:- Philips/Trilux/Hevells-Endura Pearl

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

38.05 MR 30 Supply, Installation, Testing and Commissioning of 200x160x98 (KVPC) Nos. 16.00

Polycarbonate thermoplastics enclosure - junction box with I.P - 65 Protection with

Terminals & cable hinged cover of approved design complete having gasket of

internally embedded & made of polyeutherene & should be weather proof, rust

proof, dust proof, water proof - box shall be tested as per IEC - 60670-2/60670-

22. the box shall have self threaded holes & provision for mounting din rail. with 2 1,168.41 18,694.56

Nos cable gland including supplying & fixing crimping 2 nos lugs & 1 nos 32A

connector 6 way for looping the incoming & outgoing cables and also connection

of the street light one 6A SP MCB Including Connection of 2x6 sqmm Cable etc

38.06 MR 31 Supply and fixing of GI/MS swaged round/octagonal tubular pole of 6 Metre 11.00

length (Above Ground) with Top-70 mm, bottom-135 mm, Base Plate 220x220x12

mm, PCD-205 mm, Foundation Bolts-M20X600, suitable for single/double arm

bracket for Solar/ LED fitting. The pole shall be provided with suitable base plate

arrangement for fixing on pedestal and looping box complete with MCB, brass

connectors etc complete i/c making c.c.foundation as required. The street lighting

pole shall be in accordance with IS 2713. 6,552.16 72,073.76

38.07 MR 32 Supplying/fixing of following light pole arm Bracket fabricated out of GI pipe -

having thickness and length as per manufacturer design complete etc as reqd.

a Single arm bracket 29.00 767.00 22,243.00

b Double arm bracket 1.00 1,325.39 1,325.39

38.08 Supplying of Following sizes 1100 volt grade XLPE insulated PVC sheathed

aluminium conductor armoured cables as per specification in existing laid in

ground including cost of digging upto required depth, 150 mm sand all around the

cable, brick protection and back filling, clamped to wall with suitable clamps

including saddles fixing bolts, Connection Testing and commissioning as Required.

38.09 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 kV grade of size up to 35 sq. mm

7.3.1 ( a ) direct in ground including excavation and refilling the trench etc. as Metre 2,700.00

required, but excluding sand cushioning and protective covering.

7.7.1 ( b ) On Surface Metre 610.00

38.10 7.5.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as

38.11 14.15.1 Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

complete with fitting and cutting, jointing etc. in the existing trench, complete as

63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 100.00 133.80 13,380.00

38.12 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing Metre 3,320.00

along with existing surface/ recessed conduit/ submain wiring/ cable as required. 42.00 1,39,440.00

Total of sub-head (38.0) (DSR) 7,30,268.00

Total of sub-head (38.0) (Non DSR) - 15,11,268.49

39.0 10KVA Online UPS 3PH input/ 3PH output -

0.01 MR 34 Supply of 10 kVA Online UPS, IGBT UPS (Transformer-less Design). -

Supply of SMF Batteries (12Volt VRLA, 26 Ah, 40 Numbers or as per standard Nos to -

provide 30 Minutes Backup in total for 10 kVA UPS at 0.8PF and ECV=1.7V.

Fully rated Inbuilt static switch at the inverter output and 100% rated Inbuilt static switch -

at the static bypass line integrated in UPS module.

Supply of Local Accessories (like Cabling Between UPS and the Battery onsidering Cable -

Routing ,Battery Interlinks ,Battery Rack etc).

Backfeed protection at Mains & Bypass (Inbuilt / External). -

Installation and Commissioning of 10 kVA UPS, Battery and Accessories. set 1.00 2,29,893.50 2,29,893.50

39.01 MR 35 Supply , installation , testing and commissioning 63A FP MCB of 10kA breaking set 2.00

Capacity in metal sheet enclosure with ON/OFF, TYB Indication lamps for Incoming of 3,607.43 7,214.86

UPS Complete in All Respect as Required.

Total of sub-head (39.0) (Non DSR) 2,37,108.36

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

40.0 MR 36 Lightening Arrester System For Transformer

Supply, Installation, Testing & Commissioning of Lightening Arrester HT-12 kV Each 3.00

expulsion type complete with all Fitting transission class discharge capacity 10 kA 4,180.57 12,541.71

complete all as as specified

Total of sub-head (40.0) (Non DSR) 12,541.71

41.0 Pumps (Non Scheduled Items)

41.01 MR Borewell Submersible Pump Set 2.00 57,810.52 1,15,621.04

Supplying & Installation of suitable borewell submersible pump set coupled with 6" motor -

and complete with lowering in existing borewell with the help of chain pulley block

including supplying and fixing motor starter suitable for the selected pump complete as

required.( Note : The suction/delievery pipe lines are not included in this item )

Flow Rate : 350 to 400 LPM

min. Head : 60 M

Min. Motor HP : 7.5 H.P.

41.02 MR Supplying and Fixing of PVC covered 6 mm dia flexible steel rope for Metre 200.00

handling/protecting the submersible Pump set including U-lock arrangement etc. complete 59.00 11,800.00

41.03 MR Supplying and Fixing of suitable size of MS clamp set suitable for holding submersible Each 4.00

pump & 40 mm dia pipe assembly lowered in bore well including suitable drilled hole and 770.16 3,080.64

nut bolts etc. complete as required.

41.04 MR Supplying and Fixing of following size of PVC insulated PVC sheathed Copper

conductor flat submersible cable including fixing the cable with nylon tie along with GI

pipes in existing borewell, connection with submersible pump cable with the help of

water proof jointing kit provided with the pump, complete as required.

S/Fixing of 8 " dia MS cover with locking arrangement i/c drilling hole and s/f nut bolts 2.00

etc. complete as reqd.

41.05 MR Openwell Submersible Monobloc Pump Set Set 2.00 53,450.84 1,06,901.68

S.I.T.C. of 7.5/5.5 (H.P./Kw) Openwell Submersible Monobloc Pump Set comprising of -

Electrical Driven inline pumping with all accessories as per manufacturer's design. such as

C.I. Base, S.S /bronze impeller, shaft, mechanical seal, S.S. Shaft directly coupled to

motor suitable for operation on 400/440 volts, 3 phase 50c/s A.C.Supply complete in the

existing G.I.Pipelines fittingsi/c s/fixing motor starter suitable for this pump set i/c

connections testing, commissing etc as reqd. ( Note : The suction/delievery pipe lines

are not included in this item )

Flow Rate : 4.5 to 5.0 LPS -

Min. Head : 50 M -

Min. Motor HP : 7.5 H.P. (Each) -

Total of sub-head (41.0) (Non DSR) 2,63,809.94

42 CCTV SYSTEM

42.01 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed

Steel/ PVC conduit as required.

42.02 1.21 Supply 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 :

42.03 MR36 1/2.8" Progressive Scan CMOS, PAL:1920 * 1080, 0.1 Lux/ F1.2 (0Lux, IR ON), 10~15 Each 11.00

Meters (With Min. 24 units IR LED), 2 MP Fixed IR DOME CAMERA With Options Of

2.8mm , 4mm , 6mm Lens , IP66 , POE with installation.

42.04 MR37 1/2.8" Progressive Scan CMOS, PAL:1920 * 1080, 0.1 Lux/ F1.2 (0Lux, IR ON), 10~15 Each 20.00

Meters (With Min. 24 units IR LED), 2 MP Fixed IR Bullet CAMERA With Options Of

2.8mm , 4mm , 6mm Lens , IP66 , POE with installation.

42.05 MR38 Supplying, installation, fixing, testing and commissioning of 16 ch Linux, H. 264 / H.265 Each 4.00

NVR with Minimum 1080p / UXGA / 720p / VGA / 4CIF / DCIF / 2CIF / CIF / QCIF

rec. resolutions, 4 HDD slot supports upto 4 TB Each, RS 485 x 1 & USB2.0 x1, HDMI

,Local And Remote Access Over Internet In complete in all respect with installation 29,935.13 1,19,740.52

(Make: - CP PLUS , Dahua ,Hikvision or equivalent )

42.06 MR39 4 TB Surveillance Sata HDD (WD Purple , Seagate Surveillance or Equivalant) Each 1.00 11,089.89 11,089.89

42.07 MR40 16 Port POE Switch (Cisco , Netgear , Dlink or Equivalant) Each 1.00 18,665.07 18,665.07

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

42.08 MR41 Supply, installation, testing and commissioning of Independent 1 kVA UPS system with Each 3.00

230V single phase input and 230V Single phase output with all required accessories &

battery bank for 30 mins back up with covered SMF battery and battery rack for all new

required loads covered as required, including connections as per specifications etc. 30,447.16 91,341.48

complete as required.

42.09 MR42 S.I.T.C.32" Color flat panel LED Monitor,Full HD Professional Series 1920 x 1080 Each 4.00

resolution, inputs. 100-230VAC/50 Hz.

Total of sub-head (42.0) (DSR) 1,56,385.00

Total of sub-head (42.0) (Non DSR) 5,44,370.83

43 LIGHTNING CONDUCTOR

43.01 6.2 Providing and fixing of lightning conductor finial, made of 25mm dia 300mm Each 36.00

long, G.I tube, having single prong at top with 85mm dia 6mm thick G.I base 518.00 18,648.00

plate including holes etc. complete as required.

43.02 6.7 Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of wall Mtrs. 1,250.00

for lightning conductor complete as required. (for horizontal run )

43.03 6.8 Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of wall Mtrs. 275.00

for lightning conductor complete as required. (for vertical run )

43.04 6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or Each 86.00

any other metallic object) by riveting / nut bolting/ sweating and soldering etc as 113.00 9,718.00

43.05 6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 Each 16.00

mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. 121.00 1,936.00

complete as required.

43.06 5.4 Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including Set. 16.00

accessories, and providing masonary enclosure with cover plate having locking

arrangement and watering pipe of 2.7Mtr long etc. with charcoal/ coke and salt

Total of sub-head (43.0) (DSR) - 3,61,529.00

44 D.G.Set and associated works

44.01 A D.G.Set 25 KVA

Providing, Installing, Testing and Commissioning of ‘Silent Type’ Diesel Generating set

alongwith having Prime Power Rating of 25 KVA, 415 volts at 1500 RPM, 0.8 lagging

power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor and

consisting of the followings

(a) Diesel Engine:

Diesel engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable

for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL and

conforming to BS 5514, BS 649, IS 10000, capable of taking 10% over loading for one

hour after 12 hours of continuous operation. The engine will be fitted complete with all

the required accessories.

(b) Engine mounted Instrument Panel fitted with and having digital display for

(i) Start-stop switch with key

(ii) Water temperature indication

(iii) Lubrication oil pressure indication

(iv) Lubrication oil temperature indication

(v) Battery charging indication

(vi) RPM indication

(vii) Over speed indication

(viii) Low lub. Oil trip indication

(ix) Engine Hours indication

(c) Alternator :

Synchronous alternator rated at 25 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC

supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL.

The alternator shall be having SPDP enclosure, brushless, continuous duty, self-excited

and self-regulated through AVR conforming to IS: 4722/BS 2613 suitable for tropical

conditions and with class- F/H insulation

(d) Base Frame & Foundation:

Both the engine and alternator shall be mounted on suitable base frame made of MS

channel with necessary reinforcement which shall be installed on suitable cement

concrete foundation and vibration isolation arrangement as per recommendations of

(e) Fuel Tank:

Daily service fuel tank of minimum 60 liters capacity fabricated out of 3 mm thick M.S.

sheet complete with all standard accessories and fuel piping between fuel tank and

diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level

indications & accessories as required as per specifications OR as per recommendations

of manufacturer.

(f) Exhaust System:

Dry exhaust mainfold with hospital exhaust silencer and catalytic convertor.

(g) Starting System:

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

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

12V/24V DC starting system comprising of starter motors: voltage regulator and

arrangement for initial excitation complete with suitable nos. of batteries (25 plates, 180

Amp. Hour capacity lead acid type) as required as per specifications.OR as per

recommendations of manufacturer.

(h) Accoustic and weather proof enclosure with arrangement for fresh air intake for cooling

of the engine & alternator, extraction, discharging hot air in to the atmosphere as per

specifications & CPCB Norms.

Engine & Alternator stands warranty for minimum period of 24 months or 5000 hours of

operation whichever earlier

B AMF system for 25 KVA DG Set Part of DG.

Fabricating, Installing, Testing & Commissioning of automatic mains failure control

including auto by-pass panel, suitable for 25 KVA silent type DG set complete with

relays, timers, set of CTs for metering & protection and energy analyser to indicate

currents, phase and line voltages, frequency, power factor, KWH, KVARH & provision

for overload, short circuit, restricted earth fault, under frequency, control cabling from

AMF panel to diesel engine and elsewhere if required, all complete and inter locking

including the following:

(a) (i) 1 No. 63 415V, 4P MCCB of 35kA.

(ii) 2 Nos. 63 A, 415V 4P Contactor

(b) Auto/Manual/Test/Off selector switch

(c) 2 Nos over voltage relay, 2 Nos reverse power relay and 2 Nos under voltage relay.

(d) 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for

(e) Energy analyser unit to indicate current voltage frequency power factor and KWH

(f) Indicating lamps for load on mains and load on set

(g) Fuse for instruments

(h) Battery charger, complete with transformer/ rectifier, D.C. voltmeter and ammeter,

selector switch for trickle, off and boost and current adjustment.

(i) Main supply failure monitor

(j) Supply failure timer

(k) Restoration timer

(l) Control unit with three impulse automatic engine start/stop and failure to start lockout.

(m) Impulse counter with locking and reset facility.

(n) ON/OFF/Control circuit switch with indicator

(o) Audio/Video annunciation for

(i) High water temperature

(ii) Low lubricating oil pressure

(iii) Engine over speed

(iv) Engine fails to start 1.00 5,85,539.18 5,85,539.18

(v) Full load/maximum load warning

44.02 MR Supplying and fixing exhaust gas piping of 75mm dia. welded black MS, B Class pipe 4.00

conforming to IS:3589 cut to required lengths and installed with necessary bends,

supports and clamps, anti-vibration mountings, insulation of exhaust system with mineral 1,348.57 5,394.28

wool/Rockwool, 50 mm thick wiremesh & aluminum cladding etc., as required as per

specifications.

Total of sub-head (44.0) (Non DSR) 5,90,933.46

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

S. No. COD Description of works SIZE Quantity Sample Image RATE INCL. GST @18% Amount

1 01 SITC of SS One Burner STOCK POT RANGE Comprising: 3 Nos. 14,750.00 44,250.00

16Ga. SS 304 GR Top,

Body 20 Ga. 304 GR SS,

1 no. 400mm x 400mm Cast iron pan support,

1 no. burner with pilot lamp,

1 no. 20 Ga. SS drip tray with handle,

38mm SQ 16 Ga. SS pipe legs. With adjustable bullet feet.

100mm setback Body/legs for Gas pipe routing.

2 02 SITC of SS 2 BURNER INDIAN COOKING RANGE Comprising: 1 No. 28,910.00 28,910.00

16Ga. SS 304 GR Top,

Body 20 Ga. 304 GR SS,

2 no. 400mm x 400mm Cast iron pan support,

2 no. burner with pilot lamp,

2 no. 20 Ga. SS drip tray with handle,

38mm SQ 16 Ga. SS pipe legs. With adjustable bullet feet.

100mm setback Body/legs for Gas pipe routing.

3 03 SITC of SS SINGLE SINK UNIT Comprising: 1 No. 15,045.00 15,045.00

16 Ga. SS 304 GR Top, 150mm High Rear splash,

Top provided with One (1) no. 450mm x 450mm x 250mm deep of 16 Ga. S.S. 304 GR Sink Complete

with 50mm dia lever handle operated waste outlet, 38mm SQ 16 Ga. SS legs. With adjustable feet. With 24 X 24 X 34+6

three side cross bracing. (inches)

4 04 SITC of SS TILTING TYPE BULK COOKER Comprising: 1 No. 1,03,250.00 1,03,250.00

Inner Cell of bottom 4 mm & side wall 1.5 mm thick Stainless Steel 304 grade, Outer wall- made of 18 GA

SS 304 grade, Lid - 18 GA SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS

Handle, Panels - made of 20 GA SS 304 grade,

Stand - SS Pipe 50mm x 50mm,16GA.

Tilting arrangement - On wheel with Gear arrangement and Interlock Brake.

For Water - One Swivel Type Sink Cock fitted with SS pipe Long Nipple to Connect Existing Water Point. 200 LTRS (Capacity)

1 no. burner with pilot lamp.

5 05 SITC of SS TILTING TYPE BOILING PAN Comprising: 1 No. 98,530.00 98,530.00

Inner Cell of bottom 4 mm & side wall 3 mm Stainless Steel 304 grade, Outer wall- made of 18 GA SS 304

grade, Lid - 18 GA SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS Handle,

Panels - made of 20 GA SS 304 grade,

Stand - SS Pipe 50mm x 50mm,16GA.

Tilting arrangement - On wheel with Gear arrangement and Interlock Brake.

For Water - One Swivel Type Sink Cock fitted with SS pipe Long Nipple to Connect Existing Water Point. 200 LTRS (Capacity)

3 no. “RV” type burner with pilot lamp

Digitally signed by VARUN

6 06 SITC of SS SPICE TROLLY Comprising: 2 No. 14,160.00 28,320.00

16 Ga.304 SS Top all side turned up 50mm,

Two (2) no Full width 18 Ga. SS 304 grade Bottom shelves.Four (4) no. 100mm dia uprights on Castors. 18 X 24 X 34

7 07 SITC of SS WORK TABLE WITH 1 Bottom Shelf Comprising: 4 No. 14,750.00 59,000.00

16 Ga. 304 SS Top. All sides turned down 50mm & in 12mm.

18 Ga. SS 304 Bottom shelves. 44 X 24 X 34

Four (04) no. 38mm sq SS legs. With adjustable bullet feet. (inches)

8 08 SITC of CHAPATI HOT PLATE Comprising: 2 No. 46,020.00 92,040.00

Full 12 mm thick MS Plate with LHS puffer plate,

Exterior 20 Ga. SS 304 cladding,

Built-in pressure Controller regulator,

38mm SQ 16 Ga. SS pipe legs with adjustablebullet feet,

Four (4) no. “RV” type burner with pilot lamp

9 09 SITC of SEMI AUTOMATIC CHAPATI MAKING MACHINE Comprising: Gas operated, with all gas 1 No. 3,24,759.18 3,24,759.18

fiitings, burners and necessary electric motor of rating 0.75 KW, 220V ISI mark all complete.

10 10 SITC of CONVEYOR TYPE TOASTER Comprising: SS 20 GA body with necessary electrical motor and 2 Nos. 42,244.00 84,488.00

heating element of Power : 1.5 kw, 220V etc with timer controllar all complete ISI marks.

120-150Pcs /Hrs

11 11 SITC of SS 4 DOOR VERTICAL CHILLER Comprising: 2 Nos. 1,38,355.00 2,76,710.00

Exterior/Interior wall of 20 Ga. 304 grade SS cladding, Internal temp range from 0 Deg to + 4 Deg Celsius,

With doors 20 GA Inside and 18 GA. 304 grade SS outside Four (4) Nos. half size Insulated self closing

type SS doors, complete with handle, gasket, Compressor (Emerson or equivalent make) & Controls 1

KW-220 V AC with adjustable bullet feet. 48 X 28 X 78

(inches) 900 LTRS

12 12 SITC of DEEP FREEZER: 1 No. 46,020.00 46,020.00

50mm thick PU foam on all sides with plastric material body. Brand - Voltas or equivalent rating 1 KW

220 V AC all complete as per manufacturer specifications 500 LTRS

13 14 SITC of DRY MASALA GRINDER Comprising: SS Jar of Capacity 5 kg, with electric motor of Power 1 No. 21,476.00 21,476.00

rating : 1/2 Hp, 220V of ISI mark all complete as per manufacturers specification .

5 KG (Capacity)

14 15 SITC of PULVERISER Comprising: 20 GA SS body, electrically operated with electric motor of Power : 1 No. 19,765.00 19,765.00

2 HP, 220V of ISI mark, etc all complete as per manufacturer specifications.

Digitally signed by VARUN

15 16 SITC of DOUGH KNEADER- Comprising: 16 GA bowl of SS and 20 GA SS body, electrically operated 1 No. 67,260.00 67,260.00

with motor of Power : 2 HP, 220V of ISI mark, etc all complete as per manufacturer specifications.

16 18 SITC of SS 6 VESSEL HOT BAIN MARIE WITH 1/1 Gastro-Norm PAN WITH FRONT TRAY RAIL 2 Nos. 66,670.00 1,33,340.00

Comprising: 16 Ga. SS 304 Grade Top,

1No tank 16 Ga.304 SS grade Bain Marie complete with water outlet, 4.0 k.w. heating element, 6 no.

Gastro-Norm 1/1 Pan, 150mm deep with lid,

Front Pipe Trai Rail, Full length 18 Ga. SS 304 grade Bottom shelve,

Electrical panel complete with thermostat, on-off switch & light indicator with 4 No. 38mm sq. pipe 16

GA SS legs with adjustable bullet feet, all complete.

17 18A SITC of SS 6 VESSEL HOT BAIN MARIE WITH 1/1 Gastro-Norm PAN WITH FRONT TRAY RAIL 2 Nos. 65,490.00 1,30,980.00

Comprising: 16 Ga. SS 304 Grade Top, 6 no. Gastro-Norm 1/1 Pan, 150mm deep with lid, Front Pipe Trai

Rail, Full length 18 Ga. SS 304 grade Bottom shelve, with 4 No. 38mm sq. pipe 16 GA SS legs with

adjustable bullet feet,all compelete. 84 X 26+12 X 34

18 19 SITC of PLATFROM TROLLY Comprising: 16 GA 25 mm dia SS 304 grade pipe pulling/pushing 2 Nos. 18,585.00 37,170.00

arrangement, 16 GA.304 SS platform Top all side turned down 50mm, Four (4) no. 100mm dia uprights on

19 20 SITC of KITCHEN UTILITY TROLLY Comprising: 16 GA 25 mm dia SS 304 grade pipe 3 Nos. 20,355.00 61,065.00

pulling/pushing arrangement, 16 GA.304 grade SS top all side turned up 50mm, Two (2) no Full width 18

Ga. SS 304 grade Bottom shelves with Four (4) no. 100mm dia uprights on Castors all complete.

20 21 SITC of SS POT RACK - 4 SHELF Comprising: Four (4) nos 20mm x 20mm x 16 Ga. SS squre pipe 2 Nos. 36,580.00 73,160.00

Grade 304 SS Shelves welded to SS square pipe uprights with 38mm x 38mm x 16GA 304 grade SS

squre pipe, upright with adjustable bullet feet all complete.

21 22 SITC of SS STORAGE RACK - 4 SHELF Comprising: 18 Ga. 304 grade SS Shelves four (4) nos with 6 Nos. 17,700.00 1,06,200.00

frame of four nos. vertical angles size 38 x38x 3 mm of SS grade 304 all complete.

22 23 Supplying of HDPE PALLET of capacity 2200 to 2500 kg, High Density Polyethylene material all complete. 4 Nos. 8,850.00 35,400.00

48 X 40 X 8 (inches)

Digitally signed by VARUN

23 24 SITC of POTATO PILLER Comprising: 20 GA SS body, electrically operated with electric motor of 1 No. 48,616.00 48,616.00

Power : 2 HP, 220V of ISI mark, all complete as per manufacturer specifications.

KITCHEN VENTELATION SYSTEM - -

24 V1 SITC of SS HOOD WITH SS FILTER Comprising: 22 GA. SS Welded Body Construction, with 1 No. 25,960.00 25,960.00

Removable 20 GA. SS "V" section filters set in continuous channel, to be suspended on ceiling with

hanger rods of sufficient capacity all complete. 54 X 30 X 24

25 V2 SITC of SS HOOD WITH SS FILTER Comprising: 22 GA. SS Welded Body Construction, Removable 3 Nos. 16,520.00 49,560.00

20 GA. SS "V" section filters set in continuous channel, To be suspended on ceiling with hanger rods of

sufficient capacity all complete. 36 X 30 X 24

26 V5 SITC of GI DUCTING FOR HOT AIR SUCTION Comprising: 22 GA. GI sheet ducting as per requiremt 50 SQM 1,888.00 94,400.00

as site requirement all complete.

27 V6 SITC of FAN FOR HOT AIR SUCTION Comprising: Electric Motor of Comptron or equivalent make - 3 1 No. 49,796.00 49,796.00

HP Power/ 2.25 KW, 440V ISI mark as per manufacturer specifications complete.

(motor Capacity)

KITCHEN LPG SYSTEM - -

28 L1 SITC of 10 CYLINDER (5 X 2 = 10) LPG GAS MANIFOLD SYSTEM WITH ALL FITTINGS 10 Nos. 3,127.00 31,270.00

COMPLITE SET Comprising:

1" dia pipe M.S. manifold,

10 no Non-Retrun-Valve, 10 cylinder pigtail, 10 no clicon addaptor,

2 no ball valve, 10 CYLINDER

1 no Double-Bottle-Connection (capacity)

1 no perset regulator,

1 no adjustable regulator,

1 no pressure gauge, all complete

29 L2 SITC of 1/2" DIA LPG PIPE LINE FROM MANIFOLD TO ALL LPG EQUIPMENTS WITH 61.00 metre 3,186.00 1,94,346.00

CONNECTION COMPLITE SET Comprising:

1/2" dia M.S. pipe line,

1 no pressure gauge with valve & Needle Control Valve, 60 Metre

all connection - 1 no socket, 1no Needle Control Valve, 1no burnner pigtel APPROX

clump, bend, socket, union set, painted with yellow paint etc including neccesary leakage testing all

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

1 Supplying and installing at site knock down type class room Dual Desk specially designed for rugged use. The dual desk shall be made of ERW M.S. Duel Desk

tubular section fitted with pre-laminated particle board top, seat & back with 2mm thick machine pressed PVC egde banding glued with industrial

adhesive and diffused with board monolithically alongwith MS hook/hanger for water bottle and bag. All the exposed corners shall be rounded with a

fillet/corner radius upto 50mm. The overall appearance of the finished product shall be strictly as per sample photographs attatched:

DUAL DESK TOP –18 mm Both Side Laminated (BSL) PreLam Partical Board 400 mm wide

BENCH/SEAT TOP – 18 mm BSL PreLam Partical Board 330 mm wide

FRONT SHELF – 18 mm BSL PreLam Partical Board 300 mm (Wide).

BENCH BACK – 18 mm BSL PreLam Partical Board 250 mm (W).

Modesty Panel – 18 mm BSL PreLam Partical Board 300 mm (W).

Supporting Understrucure- Left Hand and Right Hand frame consisting of vertical, horizontal and Cross Member made up of 25 mm outer dia x 1.2 mm

(wall thickness) ERW tube confirming to IS Grade 4923:1997 and shall be finised with epoxy polyster powder coated finish with DFT 50-60 Micron

confirming IS 13871:1993. The support system of Bench and Shelf shall also made up of made up of 25 mm (outer dia) x 1.2 mm outer dia ERW tube

confirming to IS Grade 4923:2019 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Resting

support plate made of Table top , provided on the top of vertical members shall be made up of 3mm Thk CRCA Steel sheet Conforming IS: 513:2008.

The legs shall be fitted with PVC Leveler. Construction is fully welded with MIG welding and assembled using M6 trilobular screws (As per DIN 7500)

with Zn blue plating. Compact top, seat and back panels are assembled using M6 Countersunk Trilobular screws(as per DIN 7500) with Zn Black

Plating (As per IS 1573:1986). The Dual Desk shall design shall ensure comfortability in entering, seating and standing during use.

1(a) Dual Desk- Overall Size 1050-1100 mm (W) x 930-940mm (D) x 650mm (H) - Desk Depth 390-400mm. Seat Height 375mm (for Classs 6-8) 96.00 Each 6,955.17 6,67,696.32

1(b) Dual Desk- Overall Size 1050-1100 mm (W) x 975-985mm (D) x 750mm (H) - Desk Top 400mm. Seat Height 450mm (for Classs 9-12) 160.00 Each 7,500.00 12,00,000.00

2 Supplying and installing at site knock down type Office Table as per approved design and directrion of Engineer-in-charge. Principal & Vice - -

Work Top - Work top shall be made 25mm thick Pre-laminated MDF board with decorative lamination on one side and balancing lamination on other Principal Table

side confirming to IS 12406:2003 with post forming on front, back and machine pressed PVC egde banding 2mm thick glued with industrial adhesive

and diffused with board monolithically on other two sides. Table top shall have 75mm overhung on front and 25mm overhung on sides.

Understructure- C-type leg shall be made of tubular section of 50mm x 50mm x 1.6mm (wall thickness) thick vertical member and 40mm x40mm

x1.6mm (wall thickness) Horizontal M.S. pipe confirming IS-Grade 4932 shall be finished with epoxy polyster powder coated DFT 50-60 Micron. The

legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm. The cross members shall be mounted by end brackets

made of 3mm thick CRCA steel sheet confirming IS 513: 2008 and finished with epoxy polyster powder coated DFT 50-60 Micron confirming IS

Wire management - Electrical wires shall be carried from horizintal/ vertical duct made of 0.7mm CRCA steel sheet confirming to IS 513:2008. The

switch plate or grommet depending upon requirement shall also be provided for electrical/LAN connection on table top.

Modesty Panel -Modesty Panel of height 450mm shall be made of 1.5mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be finised with

epoxy polyster powder coated DFT 50-60micron.

Storage body- Storage top shall also be made of 25mm thick Pre-lam MDF board confirming to IS 12406:2003 with post forming on two sides and

machine pressed PVC egde banding 2 mm thick glued with industrial adhesive and diffused with board monolithically on other two sides. The body of

storage units shall be made of 0.8mm thick CRCA steel Sheet and skirting shall be of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008

finished with epoxy powder coated of DFT 50-60 Micron confirming IS 13871:1993. Internal Shelves shall be also made up of 0.8mm CRCA steel sheet

confirming to IS 513: 2008 and shall be mounted with the Metal shelf support pin made of 2mm thick CRCA Steel sheet with Nickel or Chrome plating.

M10 screw leveler is given with height adjustment up to 12mm to 15mm.

2(a) Table of Size 1800mm (W) x 750mm (D) x 750mm (H) with Side Storage of Size 900mm (W) x 450mm (W) X 750mm (H) and Back Storage 1800mm Prinicipal Table 1.00 Each 47,746.00 47,746.00

2(b) Table of Size 1650mm (W) x 750mm (D) x 750mm (H) with Side Storage of Size 900mm (W) x 450mm (W) X 750mm (H) and Back Storage 1650 Vice Prinicipal Table 1.00 Each 42,258.00 42,258.00

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Orchha, District- Narayanpur, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

2(c) Office table with overall Size of desk 1350mm (L) x 750mm (W) x 750mm (H)& Side Storage Unit of size 900mm (L) x 450mm (W) x 750mm (H) Office Table 6.00 Each 23,598.00 1,41,588.00

3 Supplying and installing at site knock down type Office Table made of Pre-laminated MDF board with decorative lamination on one side and balancing Teacher's table 25.00 Each 6,037.00 1,50,925.00

lamination on other side top of size 1199 X 590 X 735 mm. Worktop shall be rounded in all four corners and should have an overhung of 50mm

alongwith one drawer unit made of 0.5mm thick CRCA Steel sheet. The table top shall be supported over legs consists of MS ERW round tube of 25mm

dia x 1.2mm (wall thickness) and Cross Horizontal Members including Leg rest of 25mm dia x 1.2mm (wall thickness) M.S. ERW tube. All steel

components be shall be finised with epoxy polyster powder coated DFT 50-60micron.

4 Supplying and installing at site knock down type 12 Seater Meeting Table of of overall size 3600 x 1350 (maximum) x 750 mm (Knock down type). Meeting Table 2.00 Each 44,453.00 88,906.00

Table Top shall be made of 25mm thick Pre-laminated Partical Board with decorative lamination on one side and balancing lamination on other side

whereas the Gable Ends shall be of 25mm thick Pre-laminated Partical Board with decorative lamination on both side alongwith 2mm thick machine

pressed PVC edge banding glued with industrial adhesive and monolithically diffused.

Supporting Understructure consists of 2 Metal C Legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm (wall thickness) MS

ERW tube and One number Wire Carrier leg at middle of 50mm x 50mm x1.6mm (wall thickness), 4 numbers Horizontal connector of 40mm X 40mm