Construction of Eklavya Model Residential School (EMRS) at Chhindgarh, District- Sukma, Chhattisgarh

TOTAL AMOUNT WITH CORRECTION FACTOR (0.973) AS PER OM

Grand Total (DSR+ Non DSR)(A):- 38,43,75,702

GRAND TOTAL (CIVIL WORKS) (In Rs) 29,07,05,946.76 35,63,787.78

GRAND TOTAL (PLUMBING WORKS) (In Rs) 1,35,01,361.94 24,96,645.53

GRAND TOTAL (FIRE FIGHTING WORKS) (In Rs) 11,07,572.30 2,06,729.69

GRAND TOTAL (ELECTRICAL WORKS INTERNAL) (In Rs) 1,10,02,782.00 22,96,639.76

GRAND TOTAL (ELECTRICAL WORKS EXTERNAL) (In Rs) 36,46,410.00 90,46,181.34

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- - - -

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

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 63.89 1,258.60 80,408.49

1.06 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and for all Cum 10,506.15 161.60 16,97,793.89

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, Cum 32.00 564.00 18,048.00

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

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 Sqm 6,115.00 14.50 88,667.50

periphery of the area cleared.

1.10 2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. Cum 3,618.19 76.70 2,77,515.25

Total of sub-head (1.0) 58,94,653.66

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 sheet under base of RCC

basic rates of grade slab. The overlaps at end and side joints of PVC sheet shall not be less than 100mm wide and shall be

DSR 2021 pasted to each other with bitumen @ 1.7 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 size) Cum 129.79 7,365.15 9,55,900.72

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

basic rates of 550-650 kg/m3) of nominal size 25mm to 65mm in the sunken portion of toilets upto floor five level all complete Cum 193.00 2,488.20 4,80,222.60

DSR 2021 as per the direction of Engineer-in-charge.

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 1,000.89 332.60 3,32,897.08

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 12.5mm nominal size derived from natural sources) Sqm 563.00 370.85 2,08,788.55

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 Sqm 563.00 113.85 64,097.55

soaked in kerosene oil.

2.07 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick

bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including Sqm 942.00 681.65 6,42,114.30

necessary excavation, levelling & dressing & finishing the top smooth.

Total of sub-head (2.0) 98,56,454.44

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 3,253.60 332.10 10,80,520.56

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 1,668.00 702.00 11,70,936.00

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 9,897.00 766.55 75,86,545.35

5.9.4 Shelves (Cast in situ) Sqm 235.00 766.55 1,80,139.25

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 15,041.50 608.35 91,50,496.53

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 9,131.00 804.25 73,43,606.75

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 297.00 657.70 1,95,336.90

5.9.14 Extra for shuttering in circular work(20% of respective centering and shuttering items) Sqm 34.00 146.61 4,984.74

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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 1,115.00 821.35 9,15,805.25

3.02 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc.,

including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 -

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

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 2,179.00 319.25 6,95,645.75

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 Cum 50.00 18,038.45 9,01,922.50

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2,35,554.40 89.65 2,11,17,451.96

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 5,22,555.29 89.65 4,68,47,081.37

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

5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Metre 6,230.00 64.70 4,03,081.00

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 2,318.25 8,683.80 2,01,31,219.35

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 3,393.80 8,964.75 3,04,24,568.55

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 154.00 9,106.35 14,02,377.90

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

DSR 2021 basic for reinforced cement concrete work (Note:- Cement content considered in M-25 and M-20 is @ 330 kg/cum and Cum 259.00 (229.85) (59,531.15)

rates 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.

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

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 119.00 5,800.15 6,90,217.85

3.09 5.45 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings

and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning /

centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an

Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing

construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint

System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum

surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)

5.45.1 Wall Joint of 100 mm gap Metre 251.00 4,835.50 12,13,710.50

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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 87.00 5,424.20 4,71,905.40

3.11 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

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

Total of sub-head (3.0) 15,48,73,749.64

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 313.00 6,658.25 20,84,032.25

6.1.2 (Modified) Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive

strength in foundation and plinth in: Cum 322.00 6,995.33 22,52,496.26

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 464.00 8,288.40 38,45,817.60

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 Cum 2,115.00 7,213.50 1,52,56,552.50

mortar all 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 1,189.60 1,018.05 12,11,072.28

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. complete.

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 Each 53.00 808.15 42,831.95

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 Sqm 3,568.00 1,063.45 37,94,389.60

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

cement mixed with pigment of matching shade complete.

Total of sub-head (6.0) 50,50,232.51

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 panes excluding portion inside rebate shall be Sqm 96.00 148.50 14,256.00

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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 497.00 2,015.75 10,01,827.75

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). Sqm 15.00 93.65 1,404.75

7.05 9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : -

7.06 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars

etc. including priming coat with approved steel primer all complete

9.48.1 Fixed to steel windows by welding kg 17,398.00 181.00 31,49,038.00

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 286.00 173.95 49,749.70

7.08 9.55 Deduction for not providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws

etc. complete :

7.09 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10

as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : -

7.10 9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. -

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

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. Each 2,600.00 76.30 1,98,380.00

7.13 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per

IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

7.14 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

7.15 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than

grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. -

9.101.2 Twin rubber stopper Each 305.00 62.25 18,986.25

7.16 9.154 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed

along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically &

horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/

ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for

doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel

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

Total of sub-head (7.0) 53,71,669.25

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

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

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 29.40 4,615.15 1,35,685.41

8.02 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together

through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside and outside locking with push and pull operation

complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high

tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for

rolling shutters.

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

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

8.04 10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters -

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

8.05 10.11.2(M) Providing and fixing factory made M.S. Tubular shutter for doors, windows and ventilators side /top /centre hung,

with Z / T and like tubular profile of required size, made of 1.60mm thick M.S. sheet, joints mitred and flash butt

welded, including providing and fixing 95mm long ball type hinges of diameter 16mm, including priming coat of

approved steel primer, but excluding the cost of other fittings, all complete as per approved design (sectional

weight of only M.S. tubular profile shall be measured for payment).

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

steel doors, windows, ventilators, composite units and M.S. tubular frame erc.

8.07 10.13 Providing and fixing T-iron frames for doors of mild steel Tee-sections, joints mitred and welded, including fixing of

necessary butt hinges and screws and applying a priming coat of approved steel primer.

10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size).

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

8.08 10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-

Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of

required size, including fixing of necessary butt hinges and screws and applying a priming coat of

approved steel primer.

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size).

8.09 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting,

hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with -

special shaped washers etc. complete.

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

8.10 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 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 kg 3,727.00 612.25 22,81,855.75

suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel

members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

8.13 10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts

& bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides Sqm 712.00 971.55 6,91,743.60

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 1,196.00 940.30 11,24,598.80

10.30.2 5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm) Sqm 149.00 1,243.50 1,85,281.50

Total of sub-head (8.0) 1,48,60,978.48

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,

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, pavements etc. Sqm 1,216.00 69.30 84,268.80

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 Sqm 752.00 2,038.55 15,32,989.60

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 948.00 157.35 1,49,167.80

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 Sqm 1,292.00 1,225.10 15,82,829.20

grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc.,

9.09 11.41 Providing and laying full body (Homogeneous) Vitrified floor tiles in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all

colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement -

slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.

9.10 11.46 Providing and laying full body (Homogeneous) Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all

colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), -

jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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. sqm 130.00 3,908.80 5,08,144.00

9.11 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. Cum 6.00 1,309.00 7,854.00

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 Sqm 383.00 1,250.75 4,79,037.25

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 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 20.00 260.20 5,204.00

10.02 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12

mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

10.03 12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with

polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost

of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating

minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of -

uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets

shall be opaque or translucent, clear or pigmented, textured or smooth as 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 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) 3,35,907.45

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 cement : 6 fine sand)

11.06 13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the per bag of 50kg

manufacturers. cement used in the 190.00 18.50 3,515.00

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 1,112.45 93.75 1,04,292.19

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: -

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/

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 shade : -

13.61.1 Two or more coats on new work Sqm 4,450.00 131.45 5,84,952.50

11.15 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Total of sub-head (11.0) 2,64,71,471.78

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 270.00 466.30 1,25,901.00

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 308.00 553.55 1,70,493.40

12.03 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of -

aluminium snap beading shall be paid in basic item):

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

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

less than 12.50 kg/ sqm)

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

less than 20 kg/ sqm)

12.04 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS :

6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125

kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching -

to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide

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

21.4.1 With stainless steel cover plate minimum 1.25 mm

12.05 21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of

approved quality) for aluminium doors including necessary cutting and making good etc. complete.

21.16 Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per

direction of Engineer-incharge

21.16.2 Powder coated minimum thickness 50 micron aluminium Each 20.00 89.60 1,792.00

Total of sub-head (12.0) 3,82,984.15

13.0 22 Water Proofing -

13.01 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C.,

kitchen and the like consisting of: -

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645

in recommended proportions including rounding off junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in

recommended proportion including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. -

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted

to each other with bitumen @ 1.7 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. -

22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) Sqm 81.00 285.60 23,133.60

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 4,457.00 1,502.95 66,98,648.15

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

13.04 22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC

structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral

crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for

horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The

material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by - -

more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work

shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 709.00 406.25 2,88,031.25

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 352.00 311.50 1,09,648.00

14.0 16 Road Work -

14.01 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth

to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the

undulations etc. and re-rolling the sub grade and disposal of surplus earth with all lead and lift.

14.02 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 complete Sqm 1,291.45 821.95 10,61,507.33

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-charge.

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-Charge. -

16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. Sqm 3,345.00 7.50 25,087.50

14.05 16.11 (Modified) Deduct for using available stone of size 15 cm x 22.5 cm for dry stone pitching. (Rate is below relevant item)

14.06 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable

length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle

iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all Metre 1,325.00 303.65 4,02,336.25

complete as per direction of Engineerin-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick)

wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of

M.S. angle, C.C. blocks shall be paid separately)

14.07 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in

opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

14.08 16.62 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot

thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe,

glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road

surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign

material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

14.09 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 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 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-

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 shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330

kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

14.13 16.76 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. Cum 362.00 (191.10) (69,178.20)

14.14 16.3 Supplying and stacking at site. -

16.3.2 63 mm to 45 mm size stone aggregate Cum 347.00 1,624.50 5,63,701.50

14.15 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 347.00 1,837.25 6,37,525.75

14.18 16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness,

hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and

camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse

aggregate, watering and compacting to the required density .

15.00 Non-Schedule Items - Civil -

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

15.01 MR 1 Providing signage viz display/name plate and like of required size made out of 20 gauge thick stainless steel (304

garde) including engraved subject matter, message (Hindi/English and / or bi-lingual), symbols, borders and logo

etc. The engraved letter, borders etc. to be finished with paint etc. of required colour scheme and the plate to be

fixed to wooden/wall surface with 25mm long stainless steel spacer/stud all complete as per direction of Engineer-

15.02 MR 2 Providing and fixing factory made prelaminated flush door comprises core of block board construction with frame

of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face

veneers on both faces of shutters conforming to IS: 2202 (part 1) followed with machine pressed 1.00mm thick

lamination on both faces of shutter in required finish and shade with suitable adhesive including providing and

fixing 3 to 5 mm thick teak lipping along edges of shutter all complete as per direction of Engineer-in- charge.

a) 35 mm thick including ISI marked Stainless Steel butt hinges (heavy weight) 100mm x 60mm x 2.5mm with

necessary screws.

15.03 MR 3 Providing & fixing G.I. chicken wire mesh of nominal size upto 20mm having 24 gauge thick with G.I. nails etc. to

wall surface of dissmilar material viz RCC and brick work etc.all complete.

15.04 MR 4 Providing & fixing 5mm thick tinted glass panes with putty in steel doors, windows, clerestory windows etc. Sqm 100.00

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

oxidized as per IS: 1378) each 2,596.00 35.29 91,612.84

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

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.

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

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.

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) 35,63,787.78

TOTAL AMOUNT (NON DSR) 35,63,787.78

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 6.75 3,542.85 23,914.24

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 - -

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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 57.00 5,540.55 3,15,811.35

16.05 17.16A Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to

Eureopean type W.C. of quality and make as approved by Engineer - in-charge

16.06 17.5.1 Providing and fixing single white vitreous china flat back half stall urinal of size 580x380x350 mm with spreaders,

unions, waste fitting and other couplings (all in C.P. brass) including making good the walls wherever required. Each 19.00 3,322.60 63,129.40

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 approved quality and colour weighing not less than 88 Each 75.00 204.70 15,352.50

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 -

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

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 575.00 500.35 2,87,701.25

16.13 18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms Each - 136.60 -

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 foot rests Each 113.00 5,781.35 6,53,292.55

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.

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 fittings of approved quality and colour, weighing not Each 49.00 146.30 7,168.70

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 than 40 gms Each 134.00 106.15 14,224.10

17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Each - -

17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms Each - 103.00 -

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 09 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 Each 5.00 6,925.18 34,625.90

not be less than Rs.3900 each)

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

16.25 MR 10 Providing and fixing white vitreous china oval shape wash basin (counter top) of size 560x400mm with C.I.

brackets/rag bolt of required size, 32 mm C. P. brass waste coupling of standard pattern, including painting of

fittings and brackets, cutting and making good the walls wherever require complete as per direction of Engineer in

16.26 MR 11 Providing and fixing 600 x 450 mm beveled edge mirror of superior glass (of approved quality) fixed with stainless

steel studs, complete with cutting, making holes, studs, all fittings, screws, washers and making good the walls. Each 176.00 1,721.85 3,03,045.60

16.27 MR 12 Providing & fixing stainless steel robe plate/pegs (hook) having three pegs (hook) in one strip (weight shall not be

less than 120 grams) of superior quality with necessary scres etc. complete.

16.28 MR 13 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 14 Providing and fixing C.P. brass long body nozzle bib cock (two way) of approved quality conforming to IS standards

and weighing not less than 810 gms.

a) 15 mm nominal bore Each 29.00 1,093.08 31,699.32

MR 15 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) 24,05,264.94

Total of sub-head (16.0) (Non DSR) 6,71,350.94

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 204.00 119.95 24,469.80

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 required.

a) Single socketed pipes, 110 mm diameter (wall thickness - 3.2 to 3.8 mm) Metre 2,234.00 687.82 15,36,589.88

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 276.00 324.24 89,490.24

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.

Total of sub-head (17.0) (DSR) 4,41,169.45

Total of sub-head (17.0) (Non DSR) 17,25,634.19

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

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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

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

18.03 18.10 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls

etc. (internal work)

Internal work - Exposed on wall -

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

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

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

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

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

18.04 18.38 Painting with 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 ends) -

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

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

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

18.06 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) -

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

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 of 50 m :

2.10.1 All kinds of soils

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

exceeding 300 mm dia

19.02 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the

proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

19.03 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

19.04 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) all-round S.W. pipes including bed concrete as per standard design :

19.2.2 150 mm diameter S.W. pipe Metre 425.00 1,095.15 4,65,438.75

19.2.4 250 mm diameter S.W. pipe Metre 210.00 1,476.35 3,10,033.50

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

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

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5.00 11,705.55 58,527.75

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

19.08 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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

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

bricks of class designation 7.5

19.10 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :

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

class designation 7.5

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 each 150.00 469.00 70,350.00

specifications and having manufacture's permanent identification mark to be visible even after fixing, including

fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

19.12 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia each 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 each 3.00 683.70 2,051.10

coat of neat cement and making necessary channels for the drain etc. complete for pipes 100 to 230mm dia.

19.15 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W.

drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

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

class designation 7.5

19.16 19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20

m long complete as per standard design.

Total of sub-head (19.0) (DSR) 44,48,077.20

20.0 External Storm Water Drainage System

20.01 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides,

ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as

required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming,

watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:

2.10.1 All kinds of soil

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

exceeding 300 mm dia

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 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

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

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

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 teak wood and priming coat with approved steel Sqm 20.00 1,484.70 29,694.00

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 Engineer-in-charge.

20.14 23.6 Supplying, filling, spreading & levelling gravel of size range 5mm to 10mm, in recharge pit, over the existing layer

of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 4.00 1,309.00 5,236.00

20.15 23.7 Supplying, filling, spreading & levelling coarse sand of size range 1.5mm to 2mm, in recharge pit, in required

thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 4.00 1,309.00 5,236.00

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 Each 600.00 1,213.25 7,27,950.00

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).

20.18 Derived from Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement

DSR 2021 : 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 1,685.85 10,11,510.00

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 class designation 7.5

Total of sub-head (20.0) (DSR) 30,35,243.15

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 refilling etc.

18.12.3 25mm nominal bore Metre 70.00 417.95 29,256.50

18.12.5 40mm nominal bore Metre 20.00 558.35 11,167.00

18.12.7 65mm nominal bore Metre 70.00 768.60 53,802.00

18.12.8 80mm nominal bore Metre 85.00 919.10 78,123.50

21.02 18.40 Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality

18.40.3 25 mm dia, nominal bore Metre 70.00 15.25 1,067.50

18.40.4 32 mm dia, nominal bore Metre 480.00 18.40 8,832.00

18.40.5 40 mm dia, nominal bore Metre 20.00 20.95 419.00

18.40.6 50 mm dia, nominal bore Metre 200.00 25.25 5,050.00

18.40.7 65 mm dia, nominal bore Metre 70.00 31.30 2,191.00

18.40.8 80mm nominal bore Metre 85.00 36.40 3,094.00

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

external works -

18.17.2 32 mm dia, nominal bore Each 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 external work. -

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

21.05 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc.

complete (The tail pieces, tapers etc if required will be paid separately) :

18.32.1 Constructing masonry chamber 30x30x50 cm,inside with 75 class designation brick work in cement mortar 1:4 (1

cement:4 coarce sand) for stop cock complete with C.I. surface box 100x100x75mm (inside) with locking

arrangement and RCC top slab 1:2:4 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 design.

21.06 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand)

for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside)

with chained lid and RCC top slab 1:2:4 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 16 pressure rating as specified.

21.10 ELECT. DSR 2022 NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure

/ 16.11.2 rating as specified.

21.11 ELECT. DSR 2022 Providing and fixing GI pipes medium class conforming to IS 1239 with GI fittings including cutting hole chase

/ 14.13 painted with primer, two coats of enamel paints etc

Total of sub-head (21.0) (DSR) 9,11,407.60

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 -

23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part

I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including

hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.

23.2.1 All types of soil

23.2.2 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 & Meter

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 of

Engineer-in-charge.

23.4.3 200 mm nominal size dia metre 100.00 1,099.25 1,09,925.00

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 complete as per direction of Engineer-in-charge. cum 14.00 1,479.25 20,709.50

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, collecting water samples hour 72.00 916.80 66,009.60

& getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges

of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

22.05 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/

casing pipe, removable as per requirement, all complete for borewell of:

23.13.3 200 mm nominal size dia Each 2.00 280.95 561.90

22.06 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part

I), including necessary bolts & nuts of required size complete.

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).

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST

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

Total of sub-head (22.0) (DSR) 5,61,671.50

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

23.0 DSR-2022 PIPING & VALVES

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

3589/IS 1239 including Welding, fittings like elbows, tees, flanges ,tapers, nuts bolts, gaskets

etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two

or more coats of synthetic enamel paint of required shade complete as required :

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

to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :

23.03 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : -

23.04 11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with - -

bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS

13095 of following sizes as required :

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

of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel

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

off valve duly calibrated before installation complete as required & as per enclosed specification.

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

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

24.0 FIRE HYDRANT ACCESSORIES - -

18.17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red,

conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water

24.01 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) 1,56,150.00

25.0 FIRE EXTINGUISHERS & MISC. ITEMS - -

Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylindrical body,

squeeze lever discharge valve fitted with internal discharge tube, 30cms long high pressure

discharge hose, discharge nozzle, suspension bracket, confirming to IS : 15683 finished externally

with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with

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

manufacturer along with serial number of every extinguishers supplied.)

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

25.02 MR with pressure gauge , pressurize with dry Nitrogen gas filled, with discharge nozzle with wall Nos 24.00 2,976.34 71,432.16

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

25.03 MR per IS specification with wall bracket with rawl plug complete as reqd.( Contractor should submit Nos 2.00 3,773.89 7,547.78

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

Capacity 9 Litres

Total of sub-head (25.0) (Non DSR) 94,005.98

26.0 FIRE PUMPS & ACCESSORIES - -

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

26.01 for automatic operation and consisting of following, complete in all respects, as required: - -

(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 required. - -

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

Providing and fixing rubber expansion joint (to provide relief from stresses at pipe flanges) as per

specification of the manufacturers and direction of Engineer in chief PN-16 rating

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

air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun

metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint

of approved shade as required.

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

Incoming: MCCB 35A 1 set of Phase indicating lamps, 1 set of 35A Al bus bars, 1No Ammeter,

1No Voltmeter with phase selector switch Feeder for Booster Pumps - 1 No. 1 No. 32A TP MCCB

without releases. DOL starter with over load relay, single phase preventor and indicating lamps with

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

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 conductor single Point 30.00

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 1,562.00 46,860.00

etc. as required.

Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- 0.00

27.04 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core Metre 5080.00

cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC 334.00 16,96,720.00

insulated copper conductor single core cable for loop earthing as required.

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

27.05 1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core Metre 1367.00

cable in surface/ recessed medium class PVC conduit alongwith 2 No. 4 sq. mm FRLS PVC 537.00 7,34,079.00

insulated copper conductor single core cable for loop earthing as required.

Circuit / Sub main wiring in PVC conduit :- 0.00

27.06 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC 0.00

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

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 :- 0.00

27.07 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 908.00

recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, 477.00 4,33,116.00

connections etc. as required.

S/F power plug point modular Type Accessories :- 0.00

27.08 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 368.00

recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A 586.00 2,15,648.00

modular switch, connections etc. as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

27.09 2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal Each 32.00

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 out let and complete with connections, testing and 1,621.00 51,872.00

commissioning etc. as required.

27.10 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. Each 33.00 99.00 3,267.00

27.11 1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in 48.00

recess, including providing and fixing 2 nos. of 3 pin 5/6 A modular socket outlet and 2 nos. of 5/6 676.00 32,448.00

A modular switch, connections etc. as required.

Total of sub-head (27.0) (DSR) 86,62,207.00

28.0 Distribution Boards & MCB'S 0.00

28.01 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker 0.00

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 etc. as required. Each 30.00

28.03 2.4 Supplying and Fixing Following way, Horizontal Type Three Pole and Neutral, Sheet Steel, MCB 0.00

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, 0.00

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 0.00

28.05 2.12 Supplying and fixing following Rating, Double pole, 240 V, isolator in the existing MCB DB 0.00

complete with connections, testing and commissioning etc. as Required.

S/F 4P Isolator 0.00

28.06 2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete 0.00

with connections, testing and commissioning etc. as Required.

S/F DP (RCCB) 0.00

28.07 2.14 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual 0.00

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 8.00 752.00 6,016.00

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 29.00 902.00 26,158.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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 4.00 1,080.00 4,320.00

2.24.2 For 6 way, Double door TPN MCBDB Each 9.00 1,124.00 10,116.00

2.24.3 For 8 way, Double door TPN MCBDB Each 20.00 1,340.00 26,800.00

28.12 2.16 Supplying and fixing DP sheet steel enclosure on surface/recess along with 25/32 A 240V "C" Each 31.00

Curve DP MCBcomplete with connections, testing and commissioning etc. as required. ( For Qtrs 1,169.00 36,239.00

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) - 9,69,978.00

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.

1.27.2 3 Module (100mmX75mm) Each - 327.00 -

S/F Modular Type Switch / Socket :- -

29.02 1.24 Supplying and Fixing Following Modular Switch/ Socket on The Existing Modular plate & Switch -

Box including connections But Excluding Modular Plate etc. as required.

1.24.6 Telephone Socket outlet. Each 59.00 148.00 8,732.00

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

29.03 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in -

surface/recess including cutting the wall and making good the same in case of recessed conduit as

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 conductor PE insulated, Metre 620.00

shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ 47.00 29,140.00

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 and box Each 79.00

Total of sub-head (29.0) (DSR) - 6,35,112.00

Total of sub-head (29.0) (Non DSR) - 16,480.19

30.0 Internal Lighting Fixtures & Fans -

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

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 LIGHT (Round) Each 68.00

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 778.59 52,944.12

Luminous Efficacy ≥94).

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

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 834.43 29,205.05

Luminous Efficacy ≥94).

30.04 MR 5 Supplying and fixing brass batten/ angle holder including 20 w LED Lamp, connection Each 490.00

etc. as required.

30.04 MR 5 Supply, of Linear & Compact 10W Mirror Light with Decorative Grey Caps, Polycarbonate Body Each 2.00

& Ribbed Opal Diffuser. (Technical Data - System power 10W, CRI ≥80, Power Factor ≥0.95, 287.63 575.26

System Luminous Efficacy ≥100)

30.05 MR 6 Supply of LED Luminaires BATTEN 40W LED Tube Light of Box Type prewired Indoor Each 330.00

Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.

(Technical Data - System power 40W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy 946.11 3,12,216.30

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

30.06 MR 7 Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Indoor Each 765.00

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 399.30 3,05,464.50

30.07 MR 8 Supplying and fixing of Bulk Head with 10 Watt LED lamp fitting Sutaible for 230 volts Single Each 50.00

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 15.00 1,088.34 16,325.10

(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 40.00 3,026.91 1,21,076.40

(d) 450 mm sweep 900 RPM ( In metal body) exhaust fan Nos 17.00 4,772.68 81,135.56

e) 400 mm sweep oscillating type four speed wall mounting fan Nos. 14.00 2,579.14 36,107.96

Erection Of Lighting Fixtures And Fans -

30.10 1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting Each 1,201.00

of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including

connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing 206.00 2,47,406.00

etc. as required.

30.11 1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard Each 568.00

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. 339.00 1,92,552.00

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 existing modular Each 568.00

plate switch box including connections but excluding modular plate etc. as required. 369.00 2,09,592.00

Fixing Louvers / Shutters for Exhaust Fan: -

30.14 1.51 Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan of all sizes. Each 57.00 207.00 11,799.00

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, heavy gauge Each 516.00

including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 46.00 23,736.00

cm and 5 cm or less shall be ignored).

Total of sub-head (30.0) (Non DSR) - 22,78,618.19

Total of sub-head (30.0) (DSR) - 7,35,485.00

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

INCOMING : - -

i) 630Amps, 11kV, 3 phase 50Hz, 21KA / 3Sec, Draw-out type Vacuum Circuit Breaker. fitted

with 230V AC spring charging motor, 110V DC tripping and closing coils, 8NO+8NC Aux.

conductor mechanical on off indicator, spring charging / discharge Indication, automatic safety

shutter and with anti-pumping feature with necessary required accessories.

ii) 3 phase 11 KV/110 Volts PT, class 1 accuracy and 100 VA burden with 1 No Voltmeter (0-15

kV), Digital type, selector switch for voltmeter and protection fuses for HT metering upto 12 kV on

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.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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 4,72,666.91 4,72,666.91

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

Supplying, installation, testing and commissioning of 250 kVA, (Energy efficiency Level -2) 11kV / set 1.00

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 7,70,666.43 7,70,666.43

fittings, accessories etc. 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

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 door. -

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

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

BUS COUPLER : 1 Nos 400A TP MCCB 36KA . It should be positioned in such manner so

that all electrical loads are separated by separate bus bar chamber in the panel.

Interlocking : Electrical as well as Mechanical Interlocking between incomers and bus

coupler shall be executed in such a manner that only two sources should be in circuit at a

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 -

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 steps -

d) Multi functional meters with suitable CTS and protection MCBS 1 set. -

e) 3 Nos. Phase indicating light (lamp) with MCBs protection. -

2 Set - 63A Amp TP MCCB 10 KA and Capacitor duly switching contactor for 20 KVAR capacity -

auto mannual selector switch start/stop puch button on/off indicatting lamp with protection MCB &

delay timer complete i/c 20 KVAR Normal Duty 440V capacitor bank with inter Connection

4 Set -32 Amp TP MCCB 10 KA and Capacitor duly switching contactor for 10 KVAR capacity -

auto mannual selector switch start/stop puch button on/off indicatting lamp with protection MCB &

delay timer complete i/c 10 KVAR Normal Duty 440V capacitor bank with inter Connection

2 Set - 16 Amp TP MCCB 10 KA and Capacitor duly switching contactor for 5 KVAR capacity -

auto mannual selector switch start/stop puch button on/off indicatting lamp with protection MCB &

delay timer complete i/c 5 KVAR Normal Duty 440V capacitor bank with inter Connection

Capacitor panel should switch OFF when DG starts. Control wiring should be done for it. -

complete panel as above and complete set 1.00 1,74,937.11 1,74,937.11

32.04 MR 6 SCHOOL BUILDING MAIN DISTRIBUTION PANEL -

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

32.05 MR 7 UPS PANEL -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

Design, manufacture, supply, installation, testing and commissioning of cubicle type panel fabricated -

out of CRCA sheet steel , floor mounted totally enclosed switchbaord suitable for use of 415 volts ,

3 phase, 50 HZ complete with aluminium bus bar and all accessories including supply and fixing of

following incoming and outgoing switchgears, Panel Should Have Double Earthing Provision which

connected to the nearest earth 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)

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,

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional meters (VAF) with

suitable CTs and protection MCBS 1 set.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic extendable

type Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density

of bus bar shall be minimum 0.6 sq mm / amp. The Maximum allowable temperature for the Bus bar

to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient

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

10 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for -

operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD

display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with

special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above 1.00 82,863.39 82,863.39

32.09 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

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. as required.

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.

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)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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 460.00 2,039.71 9,38,266.60

MR 3.5 C X 185 Sq.mm Al. XLPE arm. Metre 370.00 1,588.79 5,87,852.30

MR 3.5 C X 150 Sq.mm Al. XLPE arm. Metre 165.00 1,255.86 2,07,216.90

MR 3.5 C X 120 Sq.mm Al. XLPE arm. Metre 125.00 1,069.38 1,33,672.50

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 175.00 696.41 1,21,871.75

MR 3.5 C X 50 Sq.mm Al. XLPE arm. Metre 25.00 515.20 12,880.00

MR 3.5 C X 35 Sq.mm Al. XLPE arm. Metre 20.00 384.55 7,691.00

MR 3.5 C X 25 Sq.mm Al. XLPE arm. Metre 2,140.00 311.86 6,67,380.40

MR 2 C X 16 Sq.mm Al. XLPE arm. Metre 155.00 178.05 27,597.75

MR 2 C X 10 Sq.mm Al. XLPE arm. Metre 285.00 174.89 49,843.65

DSR 7 LT Cable Laying

33.01 DSR 7.1 Laying of One Number PVC Insulated And PVC Sheathed / XLPE Power Cable of 1.1 kV Grade of -

Following Size Direct in Ground Including Excavation, Sand Cushioning, Protective Covering and

Refilling the Trench etc. as required.

DSR 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 50.00 405.00 20,250.00

DSR 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 200.00 422.00 84,400.00

DSR 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 150.00 474.00 71,100.00

33.02 DSR 7.2 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size direct in ground in the same trench in one tier horizontal

formation including excavation, sand cushioning, protective covering and refilling the

trench etc as required.

DSR 7.2.2 Above 35 sq. mm and upto 95 sq. mm Metre 50.00 286.00 14,300.00

DSR 7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 200.00 304.00 60,800.00

DSR 7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 150.00 356.00 53,400.00

33.03 DSR 7.3 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of

following size direct in ground including excavation and refilling the trench etc as required. but

excluding sand cushioning and protective covering.

DSR7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre 50.00 217.00 10,850.00

DSR 7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 200.00 234.00 46,800.00

DSR 7.3.4 Above 185 sq. mm and upto 400 sq. mm Metre 125.00 287.00 35,875.00

33.04 DSR 7.5 Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of

following size in the existing RCC/HUME/METAL pipe as required.

DSR 7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 20.00 57.00 1,140.00

DSR 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 20.00 77.00 1,540.00

DSR 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 25.00 134.00 3,350.00

33.05 DSR 7.7 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size on wall surface as required.

DSR 7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 50.00 55.00 2,750.00

DSR 7.7.3 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) Metre 10.00 130.00 1,300.00

DSR 7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with Metre 15.00

25/40x3mm MS flat clamp)

DSR 7.7.4 Above 185 sq. mm and upto 400 sq. mm (clamped with Metre 10.00

40x3mm MS flat clamp)

33.06 DSR 7.6 Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of

following size in the existing masonary open duct as required.

DSR 7.6.2 Above 35 sq. mm and upto 95 sq. mm Metre 20.00 45.00 900.00

DSR 7.6.3 Above 95 sq. mm and upto 185 sq. mm Metre 25.00 63.00 1,575.00

DSR 7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 25.00 115.00 2,875.00

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.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

Total of sub-head (33.0) (Non DSR) - 28,16,565.35

Total of sub-head (33.0) (DSR) - 11,13,440.00

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 and Metre 90.00

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 required. 362.00 -

DSR 8.3.1 (c) in the existing RCC/HUME/METAL pipe as required. Metre 10.00 77.00 770.00

DSR 8.4.1 (d) in the existing masonary open duct as required. Metre 20.00 63.00 1,260.00

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.

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) 1,52,978.40

Total of sub-head (34.0) (DSR) - 60,274.00

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 mild steel, at least 2 Nos. 12.00

mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on 269.00 3,228.00

front side as required.

35.02 2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 Nos. 2.00

mm thick, and vitreous enameled white on both sides, and with inscription in single Red colour on 292.00 584.00

front side as required.

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

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. 585.00 2,925.00

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

inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing 508.00 2,540.00

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 supported Nos. 2.00

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

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 9.5 Ltrs Set 2.00

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 strength, Metre 1.00

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

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

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

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 -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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

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 Neutral & Body Earthing)

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

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 Transformer BODY &

NEUTRAL EARTHING)

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

masonry enclosure with cover plate having locking arrangement and watering pipe etc. with 6,855.00 27,420.00

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 connections etc. as Metre 215.00

36.05 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with Metre 7,920.00

existing surface/ recessed conduit/ submain wiring/ cable as required.

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

36.07 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia Metre 20.00

G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as 287.00 5,740.00

Total of sub-head (36.0) (DSR) 6,54,588.00

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

11.3.1 Above 4.5 metre and upto 6.5 metre Each 49.00 5,121.00 2,50,929.00

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.

Total of sub-head (37.0) (DSR) 3,79,554.00

38.0 External Lighting System -

38.01 MR 26 Supply , Installation, Testing & Commissioning of Integrated Post Top Lantern With 45W Nos. 2.00

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 pot optic Nos. 36.00

reflector i/c connection with 3x2.5sq.mm single core PVC insulated copper conductor 3,451.50 1,24,254.00

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 output Nos. 15.00

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% 45,092.86 6,76,392.90

and 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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

( 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

38.04 MR 29 Building Outer Light (60W LED) :- Supply, fitting, fixing and testing of building outer Each 15.00

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. pipe with 3 Nos. of iron 5,299.46 79,491.90

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 Neo/Wipro.

38.05 MR 30 Supply, Installation, Testing and Commissioning of 200x160x98 (KVPC) Polycarbonate Nos. 15.00

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 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 as Required.

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

(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.

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 32.00 767.00 24,544.00

b Double arm bracket 2.00 1,325.39 2,650.78

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 required, but Metre 3,450.00

excluding sand cushioning and protective covering.

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 required.

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 required.

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

38.12 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along Metre 4,080.00

with existing surface/ recessed conduit/ submain wiring/ cable as required.

Total of sub-head (38.0) (DSR) 9,11,363.00

Total of sub-head (38.0) (Non DSR) - 15,82,808.10

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 Capacity in metal set 2.00

sheet enclosure with ON/OFF, TYB Indication lamps for Incoming of UPS Complete in All 3,607.43 7,214.86

Respect as Required.

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

40.0 MR 36 Lightening Arrester System For Transformer

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

complete with all Fitting transission class discharge capacity 10 kA complete all as as specified 4,180.57 12,541.71

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 handling/protecting the Metre 400.00

submersible Pump set including U-lock arrangement etc. complete as required.

41.03 MR Supplying and Fixing of suitable size of MS clamp set suitable for holding submersible pump & 40 Each 4.00

mm dia pipe assembly lowered in bore well including suitable drilled hole and nut bolts etc. complete 770.16 3,080.64

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 etc. 2.00

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) 2,99,841.94

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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

(With Min. 24 units IR LED), 2 MP Fixed IR DOME CAMERA With Options Of 2.8mm , 4mm ,

6mm Lens , IP66 , POE with installation. 6,835.57 75,191.27

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

(With Min. 24 units IR LED), 2 MP Fixed IR Bullet CAMERA With Options Of 2.8mm , 4mm ,

6mm Lens , IP66 , POE with installation. 6,835.57 1,36,711.40

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

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 (Make: - CP PLUS , Dahua ,Hikvision or 29,935.13 1,19,740.52

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

42.08 MR41 Supply, installation, testing and commissioning of Independent 1 kVA UPS system with 230V single Each 3.00

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. complete as required. 30,447.16 91,341.48

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

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 long, G.I tube, having Each 36.00

single prong at top with 85mm dia 6mm thick G.I base plate including holes etc. complete as 518.00 18,648.00

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

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 for lightning Mtrs. 275.00

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 any other metallic Each 86.00

object) by riveting / nut bolting/ sweating and soldering etc as required.

43.05 6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. Each 16.00

of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.

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

masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7Mtr long 7,472.00 1,19,552.00

etc. with charcoal/ coke and salt as required.

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 following:

(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:

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

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

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 manufacturer.

(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:

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 &

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 metering

(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 conforming to 4.00

IS:3589 cut to required lengths and installed with necessary bends, supports and clamps, anti-

vibration mountings, insulation of exhaust system with mineral wool/Rockwool, 50 mm thick 1,348.57 5,394.28

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 Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

S. No. COD Description of works SIZE Quantity Sample Image BASIC 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 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 200 LTRS (Capacity)

3 no. “RV” type burner with pilot lamp

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

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

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)

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

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

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.

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

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.

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

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

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)

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

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (Kitchen Machinery)

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

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 Chhindgarh, District- Sukma, 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 Chhindgarh, District- Sukma, 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

X 1.6mm thick MS Pipe between supporting vertical legs. All The MS Pipes and Sheet shall be finished with epoxy powdercoated of DFT 50-

60micron. The 'C' typed metal legs shall be kept 150mm inside from outer edge of table top. WIRE MANAGEMENT - The Vertical (stake) &

Horizontal (cable tray) wire carriers are placed below worktop, made up of CRCA steel sheet with epoxy powder Coating & Fixed to the understructure

with specially designed brackets, including provision of placing switch plates/grommet in the cable tray .

5 Supply and Istallation of Library Table in sizes of 2400mm (L) x 900mm (W) x 750mm (H) consisting of follwing specification:- LibrararyTable 10.00 Per Unit 13,720.00 1,37,200.00

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

other side confirming to IS 12823: 1990, alongwith 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically

diffused with board on exposed edges.

Understructure Supporting frame shall consists of Three Metal C-Legs (two at either ends and one in middle of table) and joined by two numbers

Horizontal connector made of tubular section 40mm x 40mm x 1.6mm (wall thickness) confirming to IS 4923:1997. The table shall have provisions of

foot-rest made up of 25mm x 25mm x 1.2mm ERW M.S. pipe fitted in between two vertical legs and also acts as bracing member.The entire metal

frame shall be finised with epoxy polyster powder coated DFT 50-60 Micron. C-typed metal legs shall be kept 150 mm inside from from end of table.

Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm.

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

6 Supplying and installing at site knock down type Dual Computer Work Station of unit Size 1500mm (L) x 600m (W) x 750mm (H) for two students Computer Work 18.00 Per dual 16,500.00 2,97,000.00

Work Top- Work top shall be made 25mm thick Prelam particle board with decorative lamination on one side and balancing lamination on other side Station Unit

confirming to IS 12823: 1990 with 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with

board on all sides.

Understructure supporting frame consist 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

X 1.6mm thick MS Pipe between supporting vertical legs. The MS Pipes shall be finished with epoxy powdercoated with DFT of 50-60 Micron

confirming to IS 13871:1993. The legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm.

Wire management-The Vertical /Electrical duct & Horizontal Cable tray ( wire carriers) are made of CRCA steel sheet & fixed to the understructure

below worktop with specially designed brackets. Provision for fixing Switch plates are privided in the cable tray for easy access through wire mangaer

or PVC grommet.

Screens / privacy panel: - Screen height will be 300mm above work-top made of prelam particle board/White Board alternatively as approved by

Engineer-in-Charge. In addition privacy panel of 300 mm height, on work top, shall be provided between two workstation.

7 Supply and Istalltion of Library Open book Shelf (Single Side) of Sizes 1800mm (H) x 900mm (W) x 316mm (D) body and shelves shall be made up of One Side book Shelf 10.00 Each 14,488.00 1,44,880.00

0.8mm thick CRCA steel Sheet and skirting of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008 and fixed with CRCA steel sheet brackets of

approved design finished with epoxy powder coated finish (DFT minimum 50-60 micron). Number of adjustable shelf shall be five with six loading

levels . Load bearing capacity of the shelf shall be 30Kgs UDL. The construction shall be aesthetically appealing completely welded. M10 screw leveler

with height adjustment up to 15mm shall be provided at bottom end of legs.

8 Supply & Placing of Glass-door Storage of Size 916 mm (W) x 486mm (D) x 1980mm (H). It should have shelf thickness of 0.7mm, Back thickness of Steel Glass Door 6.00 Each 25,989.00 1,55,934.00

0.8mm, Door thickness of 0.8mm (high yield strength) with clear glass of 3.0mm thick and all other components shall have a thickness of 0.9mm. These Almira

components shall be made of CRCA steel sheet ‘D’ grade high yield strength as per IS 513:2008 The glass door storwel shall have a SS handle and a

Two-way locking mechanism with shooting bolt. It should have a height-wise adjustable shelf mounting which shall have a Uniformly Distributed Load

Capacity of max 40 Kg. It should also have a M10 Screw type Leveller with Hex plastic base.All metal components would be epoxy polyster powder

coated DFT 50-60 Micron confirimg to IS 13871:1993

9 Supply & Placing of Metal Almirah of Size 916mm (W) x 486mm (D) x 1980mm (H). It should have the shelf thickness of 0.7 mm, Back thickness of Steel Almira 10.00 Each 22,422.00 2,24,220.00

0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. These components shall be made of

CRCA steel sheet ‘D’ grade high yield strength as per IS:513. The Storwel Plain should have a suitable handle and Three-way locking mechanism with

Shooting Bolts. It should have a height wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It shall

have 4 no.s full shelves. A4 size box file(85 W x 285 D x 345 H mm) can be stored vertically on three shelves and the clear space above fourth shelf is

240mm. It should also have a M10 Screw type Leveller with Hex plastic base. All metal components would be powder coated with epoxy powder

coating of 50-60 micron DFT Confirming IS 13871:1993

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

10 Supply and Istallation of 5- Seater sofa consisting of one number 3-Seater Sofa of overall size (1950mm x 785mm x 750mm ) and one number 2-Seater One Set of 5 Seater 1.00 Per Set 66,405.00 66,405.00

Sofa (1550mm (W) x 785mm (D) X 750mm (H), under-structure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL Sofa (1-3 seater &1-

PLYWOOD. High density foam shall be used for seat and back. The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top 2 seater)

layer of PU foam with density 28±2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28+/-2 Kg/m3 with additional

top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherete. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles,

600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

11 Supply and Installation of 4-seater sofa consisting of two number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), understructure is made up One Set of 4 Seater 2.00 Per Set 61,466.00 1,22,932.00

of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam is used for seat and back , The seat is made up of PU Sofa (2-2 seater)

foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28+/-2 Kg/m3, upholstered with leatherette. The back is made up

of PU foam with density 28±2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherette. LEATHERITE -

ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60

micron DFT confriming IS 13871:1993

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

12 Supply and installation of Steel bed of overall size 1850mm (L) x 875mm (W) x 650/450mm (H) consisting of following specification:- Metal Bed 486.00 Each 10,438.01 50,72,871.40

HEADBOARD: Head Board consists of MS tube of 25 x 50 x 1.6 mm thick vertical legs connected with 2 number horizontal members of MS ERW

tube 25mm x 50m x 1.6mm (wall thickness) and one number MS ERW tube of 25mm x 25mm x 1.6mm (wall thickness) at middle confirming to IS

4923:1997. The construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS

822:1970. Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm, if required. Head Board and Tail

board are connected to middle frame with 2 mm thick CRCA bracket confirming to IS 513: 2008.Connecting bracket is welded on vertical pipe. End to

end dimensions for the Headboard is 875mm (W) x 650mm (H). Whole Assembly is finished with epoxy powder coated of a minium thickness of DFT

50-60 Micron confirming to IS 13871:1993.

TAILBOARD-Tail Board consists of vertical legs of MS ERW tube of 25x50x1.6mm thick connected with one number horizonal MS pipe

50x25x1.6mm thick Conforming IS 4923:1997. Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and welding

is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm

if required .To connect Tailboard with middle frame 2mm thick CRCA sheet bracket is used conforming IS 513: 2008 . Connecting bracket is welded

on vertical pipe. End to end dimensions for the Tailboard is 875mm (W) x 450mm (H). The whole assembly shall be finished with epoxy powder coated

of a minium thickness of DFT 50-60micron confirming to IS 13871:1993.

Bed Stagging– Head board and Tail boad are joined togather by bed stage made up of 12 mm Merine grade ply supported over steel framework

consisting of two outer MS ERW Pipe 25x50x1.2mm thick and 03 numbers cross braccing of MS ERW pipe of 25x25x1.6mm thick in middle

conforming IS 4923:1997 and welded to each other by MIG welding. End to end dimensions for the middle frame is 1725-1775(L)x825mm(W) for

mattress size of 1725-1775 x 800 mm.

FINAL ASSEMBLY: Headboard, Tailboard, and middle frame shall be assembled and connected by 4 Nos of connecting Brackets & M8x16 Allen

Bolt. The bed stage shall be 10-12 mm below side frame to provide proper fixity to mattress. End to end dimensions for the bed is 1850

Finish- All metal components are given anti-rust surface treatment and are finised with epoxy polyster powder coated DFT 50-60 Micron confirming to

(Note- The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1775mm x 800mm. The mattress shall be procured separately.)

13 Supplying and installing at site knock down type Metal Table with Integrated Storage 1750mm (L) x 600mm (W) x 750mm (H) for two students Metal Table with 240.00 Each 3,500.00 8,40,000.00

Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with 2mm thick Machine pressed PVC edge Integrated Storage

banding glued with industrial adhesive and monolithically diffused with board on all sides. 1750(L) x 600(W) x

Supporting Strucure of table top consits of 4 vertical Legs of ERW M.S. tube 40 x 40 x 1.6 mm and one storage unit at middle. The vertical legs are 750(H).

connected with 2 cross horizontal members of size ERW M.S.Tube of 40 x40 x 1.6 mm provided at top. The table shall have provisions of foot-rest

made up of 25mm x 25mm x 1.2mm ERW M.S. pipe fitted in between two vertical legs and also support the storage unit & acts as bracing member. All

ERW pipes shall confirm to IS 4923: 1997 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993.

Drawer Unit: SPECIFICATIONS :-

Table shall have 2 numbers of Metal Storage consiting of Shutter of size consiting of 350 (W ) x 550 (D) x 280 (H) mm with provision for Pad Lock.

All metal component including shutter and Shelf shall be made of 0.8 mm thick CRCA steel sheet confirm to IS 4923 : 1997 and shall be powder coated

with epoxy powder coating of DFT 50-60 Micron Confirming IS 13871:1993.

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

14 Supplying and installing at site knock down type SS Dinning Table consists of Dinning Top made up of 1mm thickness Stainless steel sheet of SS 304 8 Seater SS Top 4.00 Each 46,648.00 1,86,592.00

Grade with overall dimension of 2400mm (L) X 760mm (D) X 750mm (H). The table top shall be reinforced with a 18mm thick HDHMR Board. Fixed Canteen Table

Dinning top sheet shall be extended to the sides for a depth upto 24 mm under the table top in all directions including , edge rounding, grinding and 2400 x 750

finishing ,etc all complete . The Table top shall finish in such a manner to avoid any sharp edges.

Supporting understrucure of table consists of 4 numbers C- Leg frame made up of MS ERW tube 40mm x 40 mm x 1.6 mm and are connected to 6

numbers horizontal members of MS ERW tube 25 x 25 x 1.6 mm.

Stool Seats shall be made of 300mm dia SS 202 Grade formed Plates of 1mm thick resting over 12mm HDHMR which in turn supported over 3mm

thick MS Plate welded to vertical supporting leg.

The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top.

All Metal components of entire assembly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding

confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel componets shall be finised with epoxy

polyster powder coated DFT 50-60 Micron confirming IS 13871:1993.

The understructure height shall be 725mm from the ground and stool shall height of 500mm from the ground & foot rest structure of MS ERW tube of

40 x40 x 1.6 mm , shall be 125mm from ground.

15 Supplying and installing at site knock down type SS Dinning Table consists of Dinning Top made up of and 1mm thickness stainless steel sheet of SS 6 Seater SS Top 30.00 Each 38,000.00 11,40,000.00

304 Grade with overall dimension of 1800mm (L) x 760mm (D) x 750mm (H). The table top is rainforced with a 20mm HDHMR Board. Dinning top Fixed Canteen Table

sheet shall be extended to the sides for a depth of 24 mm in all directions including , edge rounding, grinding and finishing ,etc all complete . The Table 1800 x 750

top shall finish in such a manner to avoid any sharp edges.

Supporting understrucure of table consists of 3 numbers Leg frame made up of 40mm x 40mm x 1.6mm M.S. ERW tube and are connected to 4

numbers horizontal members of MS ERW tube 25mm x 25mm x 1.6 mm.

Stool Seats are made of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness resting over welded 12 mm HDHMR which in turn supoorted over

3 mm thick MS Plate weled to vertical supporting leg.

The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top.

All Metal components of entire assebmly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding

confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel components shall be finishded with epoxy

polyster powder coated DFT 50-60 Micron confirming IS 13871:1993.

Understructure height will be 725mm from the ground, the stool height will be 500mm from the ground foot rest structure of MS ERW tube 40mm x 40

mm x 1.6 mm, shall be 125 mm from goound.

16 Supply and installation of Lab Stool Seat made up of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness welded over 3 mm thick MS Plate and Lab Stool 93.00 Each 2,689.00 2,50,077.00

12 mm HDHMR Board . The Stool seat is supported by four legs 25mm dia x 1.6 mm M.S. round Pipe. Height of stool shall be 540mm from the floor.

The legs shall be provided with PU/PVC leveller at the bottom and finished with epoxy powder coated finish (DFT 50-60 Micron) Confirming IS

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

17 Supplying & placing in position High back Executive Chair as per indicative photograph and specification: High Back Chair 1.00 Each 11,950.00 11,950.00

i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery

covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick

foam on front edge to give comfort to popliteal area.

BACK SIZE 47.5 cm. (W) x 69.5 cm (H)

SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D)

ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness

load 16 ± 2 kgf for 25% compression.

iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene.

iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the

following features:

• 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3.

v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm.

vi)TELESCOPIC BELLOW ASSEMBLY The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene.

vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors.

The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors).

viii)TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in Black Nylon.

18 Supplying & placing in position medium back Executive Chair as per indicative photograph and specification: Medium Back Chair 1.00 Each 10,684.00 10,684.00

i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 1.2 ±0.1cm. thick hot-pressed plywood and upholstered with .fabric upholstery

covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick

foam on front edge to give comfort to popliteal area

BACK SIZE 47.5 cm. (W) x58.0 cm (H)

SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D)

ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness

load 16 ± 2 kgf for 25% compression.

iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene.

iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the

following features:

• 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3.

v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm.

vi) TELESCOPIC BELLOW ASSEMBLY : The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene.

vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors.

The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors).

viii)TWIN WHEEL CASTORS:The twin wheel castors should be injection moulded in Black Nylon.

19 Supplying & placing in position visitor Chair as per indicative photograph and specification: Visitor Chair 53.00 Each 8,091.00 4,28,823.00

i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery

covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick

foam on front edge to give comfort to popliteal area.BACK SIZE 47.5 cm. (W) x58.0 cm (H)

SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D)

ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density 45±2 kg/m3 and hardness load

16±2 kgf for 25% compression.

iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene.

iv) TUBULAR FRAME: The powder coated (DFT 50-60 Micron ) pressed tubular frame should be

cantilever type & made of 25±2 mm. x 2mm (thick) M.S. ERW Tube.

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

20 Supplying & placing in position chair with MOULDED PLY SHELL: The seat & back is made up of moulded ply in Veneer or Laminate finish in Chair without arm 480.00 Each 2,662.00 12,77,760.00

single piece of

Shell size - 420 mm (W) X 410 mm (D) X 440 (H) X Thickness 12 mm.

UNDER STRUCTURE:

The Understructure is made up of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube supporting frame in C-shape and welded to 250mm x 250mm x

2mm thick MS plate welded at seat level to support seat with necesary fixing arrangement . The framework shall be epoxy coated having DFT 50-60

The leg at bottiom shall be fitted to rubber bush.

21 Supplying & placing in position in position Wooden chair of Dimension - 480W x 420D x 820H Chair without arm 80.00 Each 3,732.00 2,98,560.00

UNDERSTRUCTURE:The Understructure is made from Hot pressed rubber wood.

BACKREST: The backrest is made up of plywood and foam upholstered with polyester fabric.

SEAT:The seat is made up of 12mm thick (7 layers) hot pressed plywood and moulded seat foam upholstered with fabric.

SEAT FOAM: Foam made out of moulded Polyurethane foam with the following properties:

• Density (IS-7888-1976) : 50-55 Kg/m3.• Hardness: 28+/-3 Kgf.• Compression set (IS-7888-1976): 10% Max.• Tensile strength (IS-7888-1976): 0.9-

1.2 Kg/cm2• Tear strength(Min) (IS-8067) : 0.6 Kg/cm(min)• Resilience (IS-7888-1976): 40% - 60% • Elongation (IS-7888-1976): 110 %

GLIDE:The glide is made from Nylon.

SEAT AND BACK FABRIC PROPERTIES: Content: 100% Polyester

170 GSM Abrasion Resistance:Over 30000 cycle.Bursting Strength: 19.1 kg/cm²Tear Strength (NF).

20 Supplying & placing in position in position Steel chair as per specifcation detailed below:- Chair without arm 61.00 Each 3,677.00 2,24,297.00

1)SEAT/BACK ASSEMBLY: The seat and back should be made from 10±0.01mm. thk. hot pressed ply and should be true resistant tant

commercial plywood and upholstered with P.U. foam and fabric.

BACK SIZE: 420 mm. (W) X 265mm (H) SEAT SIZE: 420mm. (W) X 420mm. (D)

2)HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR Polyurethane foam should be moulded with density =45+1-2 kg/m3 and Hardness

load 16 ± 2 kgf for 25% compression.

3)UNDERSTRUCTURE ASSEMBLY : The assembly should be a mainframe made of 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube and a welded

leg tube made of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube .to the form the complete assembly which should be black powder coated ( DFT

50-60 Micron ). Note-Colour of fabricc may be decised by engineer-incharge considering overall colour scheme.

21 Supplying and installing in position Metal Lockers with Cam Lock one unit consiting of 381mm (W) x 381mm (D) x 1831mm (H) with 4 Lockers. Personal Locker Unit 8.00 Each 12,622.00 1,00,976.00

Body-LH and RH Side and back panel is made up of 0.8mm thick CRCA steel sheet confirming to IS 513:2008 which is having standard dimension

1831 x380mm. Shelf hanging bracket is welded on both the side panel by spot welding. Shelf hanging bracket is made up of 0.8mm thick CRCA steel

sheet confirming to IS 513:2008. front frame, top and bottom part made up 0.8mm thick CRCA steel sheet confirming to IS 513:2008 and horizontal

part is made up 1mm thick CRCA Steel sheet confirming to IS 513:2008. On a front frame horizontally provision is given at a common distance to hold

shutter bracket. Locker’s top is made up of 0.8mm thick CRCA Steel sheet confirming IS 513:2008 which is having standard dimension 375 x378mm.

Shelf is also made up of 0.8 mm CRCA Steel sheet confirming to IS 513:2008.

Shutter- Is made up on 0.7mm thick CRCA Steel sheet confirming to IS 513:2008. All the shutter are hung on shutter pin and shutter bracket, louvers

are given in shutter for air flow. PVC flush handle and name plate is used for handling and for name plate tagging. Standard locking arrangment is used

for locking each shutter.

The bodies including shelves are given anti-rust surface treatment & are powder coated with epoxy polyester powder coating of DFT 50-60 Micron

confirimg to IS 13871:1993.

Digitally signed by VARUN

Construction of Eklavya Model Residential School (EMRS)” at Chhindgarh, District- Sukma, Chhattisgarh

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate INCL. Amount

22(a) Supplying and installing in position Super White' writing grade resin coated steel writing surface conforming to International Standards, 100% smooth Magnetic White 4.00 Each 11,525.00 46,100.00

and 100% scratch-free surface and shall have magnetic property for sticking magnets or magnet impregnated objects. Board

Frame- Satin-finish alloy aluminum (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat.

Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips

Excellent erasibility with no ghost-marks, high scratch-resistance with easy-wipe properties and maximum readability with minimum glare makes

Material: Resin Coated Steel Writing Surface, Alloy Aluminum Frame, Paper Honeycomb Core & Virgin ABS Corners.

Size of the board: 1750 mm x 1150 mm

22(b) Supplying and installing in position ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997, with 100% clean and Melamine Surface 18.00 Each 9,604.00 1,72,872.00

100% scratch-free surface. Non-Magnetic Chalk

Frame- Satin-finish alloy aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% Board-2350 X 1150

flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips mm’

Excellent erasibility with no ghost-marks, high scratch-resistance with easy- wipe properties, maximum readability with minimum glare and minimum

chalk dust formation with clean & continuous lines of chalk. Works well with all standard chalk sticks

Board Size: 2350 mm x1150mm ).

23 knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported by a Tea Table of Size 3.00 Each 10,756.00 32,268.00

set of four legs. The table's top is made of 10 mm tempered glass, while the frame and legs are constructed from other wood materials. The 1000 x 650 x 450

understructure supporting the top, as well as the storage compartment, are also made of wood, and the shoes/buffers are made of nylon. The dimensions mm

of the table are approximately 1000mmX650mmX430 mm. The legs measure 35mm x 35mm and the understructure support material has a thickness of

8 millimeters. The legs are connected at the adjacent sides with four buffers/shoes at the bottom of the legs. The table top has a walnut finish

24 Supply & installtion of Physics Lab Table of size 1800(L) x 1000(W) x 860(H) with specification as under: Physic Table Size of 6.00 Each 23,500.00 1,41,000.00

Work Top Shall be made up of 25mm thick Prelam (OSL) HDHMR Board confirming to IS 12823: 1990 with post formed edge moulding on Two side 1800(L) x 1000 ( W)

and 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other two sides. x 860( H)

Supporting Strucure of table top consits of 4 vertical Legs of ERW tube 50 x50 x 1.6 mm and one storage unit at middle. The vertical legs are connected

with 2 lateral and 2 longitudinal cross members of size ERW Tube of 40 x 40 x 1.6 mm provided at top and 2 lateral cross members of size 40x40x1.6

mm. The table shall have provisions of foot rest made up of 25 x25 x1.2 mm ERW pipe fitted in between two vertical legs and also support the storgae

unit & acts as bracing member.

All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993.

Drawer Unit: - Table shall have 4 numbers of Metal Storage consiting of Shutter of size consiting of 350 (W ) x 450 (D) x 350 (H) mm with Pad Lock

provision . All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be

powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Digitally signed by VARUN