Construction of Eklavya Model Residential School (EMRS) at Bastanar, District- Bastar, Chhattisgarh

TOTAL AMOUNT WITH CORRECTION FACTOR (0.973) AS PER OM

Grand Total (DSR+ Non DSR) (A):- 33,52,24,681

GRAND TOTAL (CIVIL WORKS) (In Rs) 25,75,41,483.72 32,03,142.87

GRAND TOTAL (PLUMBING WORKS) (In Rs) 1,12,53,535.66 19,39,477.25

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

GRAND TOTAL (ELECTRICAL WORKS INTERNAL) (In Rs) 1,00,81,454.00 16,85,371.34

GRAND TOTAL (ELECTRICAL WORKS EXTERNAL) (In Rs) 27,98,704.00 80,76,669.86

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

GRAND TOTAL (FURNITURE) (In Rs) 1,40,49,648.85

2.02 Derived from Providing and laying broken autoclaved aerated cement (AAC) blocks

basic rates of and/or bats (light weight, having density 550-650 kg/m3) of nominal

DSR 2021 size 25mm to 65mm in the sunken portion of toilets upto floor five Cum 276.00 2,488.20 6,86,743.20

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

Derived from Providing and placing in position 400 micron thick low density

basic rates of polyethylen (LDPE) black sheet under base of RCC grade slab. The

DSR 2021 overlaps at end and side joints of PVC sheet shall not be less than

100mm wide and shall be pasted to each other with bitumen @ 1.7

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

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 Cum 64.00 9,047.30 5,79,027.20

4.3.1 Foundations, footings, bases for columns

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

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

sources: 4 graded stone aggregate 12.5mm nominal size derived from

natural sources)

2.06 4.13 Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7kg per square metre on damp proof

course after cleaning the surface with brushes and finally with a piece

of cloth lightly soaked in kerosene oil.

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, Sqm 693.00 681.65 4,72,383.45

well rammed and consolidated and grouted with fine sand, including

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 2,645.94 332.10 8,78,716.67

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

and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 10,089.00 766.55 77,33,722.95

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

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 12,504.98 608.35 76,07,405.80

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 7,920.00 804.25 63,69,660.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

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

shuttering items)

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

window sills, string courses, bands, copings, bed plates, anchor blocks Sqm 21.00 332.10 6,974.10

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

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be

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

precast reinforced cement concrete in shelves, including setting in

cement mortar 1:3 (1cement : 3 coarse sand), cost of required

centering, shuttering and finishing with neat cement punning on

exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3

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

graded stone aggregate 20 mm nominal size derived from natural

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2,05,523.90 89.65 1,84,25,217.64

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5,05,823.79 89.65 4,53,47,102.40

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

R.C.C. projections.

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum

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

DSR 2021 machine batched and machine mixed design mix for reinforced cement

basic rates concrete work (Note:- Cement content considered in M-25 and M-20 is Cum 206.00 (229.85) (47,349.10)

@ 330 kg/cum and 300 kg/cum respectively) (this item is applicable for

RCC in grade slab only)

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

the specified cement content therein.

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

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

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

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 613.00 6,658.25 40,81,507.25

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 448.00 8,288.40 37,13,203.20

4.03 6.38 Providing and laying Autoclaved Aerated concrete (AAC) blocks

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

551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure

above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 Cum 222.41 8,890.80 19,77,445.55

coarse sand). The rate includes providing and placing in position 2 Nos

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

4.04 6.47 Providing and laying Autoclaved Aerated concrete (AAC) blocks

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

551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure

above plinth level up to floor V level with RCC band at sill level and

lintel level with approved block laying polymer modified adhesive

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

payment of RCC band and reinforcement shall be made for seperately).

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.

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

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

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 Each 71.25 808.15 57,580.69

etc. including moulding, rubbing and polishing of cut edges etc.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

6.04 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS: 15622 (thickness to be specified by the manufacturer), of approved

make, in all colours, shades except burgundy, bottle green, black of any

size as approved by Engineer-in-Charge, in skirting, risers of steps and

dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,

including pointing in white cement mixed with pigment of matching

shade complete.

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 measured).

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

7.03 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm

minimum depth on all edges of flush door shutters (over all area of Sqm 408.75 401.40 1,64,072.25

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).

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

9.24.1 Rectangular or square Sqm 226.00 173.95 39,312.70

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 Each 63.00 856.30 53,946.90

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.

9.101.2 Twin rubber stopper Each 318.00 62.25 19,795.50

7.16 9.154 Providing and fixing frame work for partitions/ wall lining etc. made of

50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor

in a grid pattern with spacing @ 60 cm centre to centre both ways

(vertically & horizontally) or at required spacing near opening, with

necessary welding at junctions and fixing the frame to wall/ ceiling/

floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including

making provision for opening for doors, windows, electrical conduits,

switch boards etc., including providing with two coats of approved Kg 2,036.00 133.35 2,71,500.60

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

8.01 10.3 Providing and fixing in position collapsible steel shutters with vertical

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

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

steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,

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

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 29.40 4,615.00 1,35,681.00

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

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 kg 13,366.56 109.00 14,56,954.50

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

(Modified) approved shape and section with screws in steel doors, windows, Metre 1,155.00 45.42 52,460.10

ventilators, composite units and M.S. tubular frame erc.

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 kg 10,154.00 114.65 11,64,156.10

stone aggregate 20 mm nominal size).

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 kg 25,210.25 146.15 36,84,478.04

stone aggregate 20 mm nominal size).

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

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

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

use of chequered plate wherever required, all complete

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 kg 3,295.00 612.25 20,17,363.75

side of waist slab with suitable arrangement as per approval of

Engineer-incharge, (for payment purpose only weight of stainless steel

members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm

aperture on both sides

10.30.1 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) Sqm 1,097.50 940.30 10,31,979.25

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

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

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

11.23.5 Udaipur green marble Sqm - 2,100.40 -

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 Sqm 676.00 2,038.55 13,78,059.80

to match the shade of the slabs, including rubbing and polishing

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

9.08 11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300

mm or more (thickness to be specified by the manufacturer), of 1st

quality conforming to IS : 15622, of approved make, in all colours,

shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm

thick Cement Mortar 1:4 (1 Cement : 4Coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including pointing the joints with white

cement and matching pigments etc., complete.

9.11 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm

to 2 mm in recharge pit, in required thickness over gravel layer, for all

leads & lifts, all complete as per direction of Engineer -incharge.

9.12 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm

having with water absorption less than 0.5% and conforming to IS:

15622 of approved make in all colours and shades in for outdoor floors

such as footpath, court yard, multi modals location etc., laid on 20mm

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

& patterns including grouting the joints with white cement mixed with

matching pigments etc. complete as per direction of Engineerin-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 Sqm 41.00 1,719.00 70,479.00

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.

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

10.02 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

12.47.2 2 mm thick flat Sqm - 1,048.50 -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 Sqm 146.00 671.55 98,046.30

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.

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

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

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

11.04 13.18 Neat cement punning Sqm 131.00 67.80 8,881.80

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

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm Sqm 9,103.00 442.75 40,30,353.25

thick cement plaster 1:6 (1 cement : 6 fine sand)

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

plaster work in proportion recommended by the manufacturers. 50kg

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. Sqm - 214.30 -

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

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

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

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) Sqm 14,017.00 142.95 20,03,730.15

13.50.3 With ready mixed red oxide zinc chromate primer of approved brand

and manufacture on steel galvanised iron/ steel works

13.61.1 Two or more coats on new work Sqm 3,989.00 131.45 5,24,354.05

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.

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50

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)

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.

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

(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 Sqm 1,031.00 669.05 6,89,790.55

bitumen @ 1.7 kg/sqm).

22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) Sqm 507.00 285.60 1,44,799.20

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as

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

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 Sqm 8,931.00 180.50 16,12,045.50

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

disposal of surplus earth with all lead and lift.

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

preparing surface complete

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

longitudinal joints of sixe 10 mm wide x 50 mm deep by groove cutting Cum 157.00 141.80 22,262.60

machine. As per direction of Engineer-in-charge.

16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. Sqm 2,749.00 7.50 20,617.50

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

(Modified) 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 Metre 835.00 303.65 2,53,547.75

G.I. barbed wire tied to angle iron, all complete as per direction of

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

(2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape

(0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.

blocks shall be paid separately)

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

bottom to be split and bent at right angle in opposite direction for 10 kg 2,541.00 99.95 2,53,972.95

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 Sqm 69.00 623.80 43,042.20

including cost of material, labour, T&P, cleaning the road surface of all

dirt, seals, oil, grease and foreign material etc. complete as per

direction of Engineer-in-charge and accordance with applicable

specifications.

14.10 16.68 Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M-30 grade made by block making machine

with strong vibratory compaction, of approved size, design & shape,

laid in required colour and pattern over and including 50mm thick Sqm 750.00 951.00 7,13,250.00

compacted bed of coarse sand, filling the joints with line sand etc. all

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

14.11 16.69 Providing and laying at or near ground level factory made kerb stone of

M-25 grade cement concrete in position to the required line, level and

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

including making joints with or without grooves (thickness of joints

except at sharp curve shall not to more than 5mm), including making Cum 36.00 8,613.55 3,10,087.80

drainage opening wherever required complete etc. as per direction of

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

for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-

14.12 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed

concrete from batching plant. The ready mixed concrete shall be laid

and finished with screed board vibrator , vacuum dewatering process

and finally finished by floating, brooming with wire brush etc. complete

as per specifications and directions of Engineer-in-charge. (The panel Cum 157.00 8,964.00 14,07,348.00

shuttering work shall be paid for separately). (Note:- Cement content

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

per design mix is payable/ recoverable separately).

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

concrete in C.C. pavement.

16.3.2 63 mm to 45 mm size stone aggregate Cum 140.00 1,624.50 2,27,430.00

14.15 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 140.00 1,837.25 2,57,215.00

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 / Cum 344.00 865.80 2,97,835.20

binding material to fill up interstices of coarse aggregate, watering and

compacting to the required density .

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 Each 57.00 299.35 17,062.95

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.

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 gms

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

18.55.3 Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not

less than 108 gms (For Shower)

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

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

17.7.4 White Vitreous China Flat back wash basin size 550x

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

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

with integral type foot rests

16.19 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,

breadth 102mm, height of 75mm with concealed fitting arrangements, Each 274.00 96.75 26,509.50

weighing not less than 106 gms.

16.20 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112 mm distance from wall of standard shape with bracket of

the same materials with snap fittings of approved quality and colour,

weighing not less than 105 gms.

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.

16.22 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore,

weighing not less than 40 gms

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

weighing not less than 45 gms

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

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

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

a) 110 mm inlet & 110 mm outlet Each 209.00 225.00 47,025.00

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 -

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

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

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

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

18.10.2 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

18.38.2 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

18.17.1 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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

exceeding 300 mm dia

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

designation 7.5

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

bricks of class designation 7.5

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

designation 7.5

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

designation 7.5

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

designation 7.5

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

designation 7.5

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

bricks of class designation 7.5

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 200.00 469.00 93,800.00

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.

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

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

19.14 19.21.1 Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with cement

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

20mm nominal size) cement plastered on both sides with cement

mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of

neat cement and making necessary channels for the drain etc. each 3.00 683.70 2,051.10

complete for pipes 100 to 230mm dia.

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 1.00 2,822.15 2,822.15

standard design.

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

2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia

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

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

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

class designation 7.5

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 primer all complete.

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

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-

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

1.5mm to 2mm, in recharge pit, in required thickness over gravel layer,

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

20.16 23.9 Providing and fixing factory made precast RCC perforated drain covers,

having concrete of strength not less than M-25, of size 1000 x 450x50

mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross

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

@ 100 to 125 mm c/c, including providing edge binding with M.S. flats

of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-

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 Metre 300.00 428.05 1,28,415.00

modular) bricks of class designation 7.5

18.12.3 25mm nominal bore Metre 70 417.95 29,256.50

18.12.5 40mm nominal bore Metre 30.00 558.35 16,750.50

18.12.6 50mm nominal bore Metre 70.00 654.20 45,794.00

18.12.7 65mm nominal bore Metre 20.00 768.60 15,372.00

18.12.8 80mm nominal bore Metre 10.00 919.10 9,191.00

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 230.00 18.40 4,232.00

18.40.5 40 mm dia, nominal bore Metre 30.00 20.95 628.50

18.40.6 50 mm dia, nominal bore Metre 70.00 25.25 1,767.50

18.40.7 65 mm dia, nominal bore Metre 20.00 31.30 626.00

18.40.8 80mm nominal bore Metre 10.00 36.40 364.00

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

18.17.4 50mm nominal bore Each 5.00 707.30 3,536.50

18.32.1 Constructing masonry chamber 30x30x50 cm,inside with 75 class

designation brick work in cement mortar 1:4 (1 cement:4 coarce sand)

for stop cock complete with C.I. surface box 100x100x75mm (inside)

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

corase sand: 3 graded stonr aggregate 20mm nominal size) necessary Each 28.00 1,800.30 50,408.40

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.

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

class designation 7.5

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

22.03 23.8 Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of

Engineer-in-charge.

22.04 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:

11189, to establish maximum rate of usable water yield without sand

content (beyond permissible limit), with required capacity air

compressor, running the compressor for required time till well is fully

developed, measuring yield of well by "V" notch method or any other

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

draw down method, collecting water samples & getting tested in

approved laboratory, i/c disinfection of tubewell, all complete,

including hire & labour charges of air compressor, tools & accessories

etc., all as per requirement and direction of Engineer-in-charge.

23.13.3 200 mm nominal size dia Each 2.00 280.95 561.90

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

FIRE FIGHTING WORKS

23.0 DSR-2022 PIPING & VALVES

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

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

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

wall/ceiling with suitable clamp/support frame and painting with two or

more coats of synthetic enamel paint of required shade complete as

18.7.1 25 mm dia. Metre 18.00

18.7.5 65 mm dia. Metre 60.00

18.7.6 80 mm dia. Metre 170.00

18.7.7 100mm dia Metre 45.00

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

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

bolts, nuts,washers etc.as required :

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

quality (screwed 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

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

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

sheet with 3 mm dia holes with stainless steel flange.

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

Kg/Cm2) complete with shut off valve duly calibrated before installation

complete as required & as per enclosed specification.

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

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

24.0 FIRE HYDRANT ACCESSORIES

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

painted in post office red, conforming to IS 884 complete with the

following as required. 20 mm nominal internal dia water hose

24.01 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.)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

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

forged squeeze grip type valve fitted with pressure gauge , pressurize

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

bracket (rubber gripped) complete with internal charges. ( Contractor

should submit test certificate form manufacturer along with serial

number of every extinguishers supplied.)

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

including all accessories as per IS specification with wall bracket with

25.03 MR rawl plug complete as reqd.( Contractor should submit test certificate Nos 2.00 3,773.89 7,547.78

form manufacturer along with serial number of every extinguishers

Capacity 9 Litres

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

26.0 FIRE PUMPS & ACCESSORIES

Supplying, installation, testing and commissioning of electric driven

26.01 terrace pump suitable for automatic operation and consisting of

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

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

iron body & bronze impeller with stainless steel shaft, mechanical

confirming to IS : 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'

conforming to IS-325.

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

foundation bolts etc.as required.

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

vibration pads.

Providing and fixing rubber expansion joint (to provide relief from

26.02 MR 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

26.03 18.20 to riser, drain arrangement with 25 mm dia gun metal wheel valve with Nos 3.00 18,244.00 54,732.00

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 :-

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

sq.mm FRLS PVC insulated copper conductor single core cable in surface /

recessed medium class PVC conduit, with modular switch, modular plate,

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

copper conductor single core cable etc. as required.

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

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

FRLS PVC insulated copper conductor single core cable in surface /

recessed PVC conduit, and earthing the point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable etc as required.

(Note: To be provided in class rooms in school bldg./ common areas/

toilets/ corridors etc.)

1.55.2 Group B Point - 753.00 -

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

copper conductor single core cable in surface / recessed medium class

PVC conduit, 2 way modular switch, modular plate, suitable GI box and 1,562.00 39,050.00

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

single core cable

etc. as required.

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

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

conductor single core cable in surface/ recessed medium class PVC

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

single core cable for loop earthing as required.

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

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

conductor single core cable in surface/ recessed medium class PVC

conduit alongwith 2 No. 4 sq. mm FRLS PVC insulated copper conductor 537.00 6,89,508.00

single core cable for loop earthing as required.

Circuit / Sub main wiring in PVC conduit :-

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

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

recessed medium class PVC conduit as required.

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

S/F light plug point Modular Type Accessories :-

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

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

modular socket outlet and 5/6 A modular switch, connections etc. as 477.00 4,25,961.00

S/F power plug point modular Type Accessories :-

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

front on surface or in recess, including providing and fixing 6 pin 5/6 &

15/16 A modular socket outlet and 15/16 A modular switch, connections

etc. as required.

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

pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP,

MCB, in sheet steel enclosure, on surface or in recess, with chained metal 1,621.00 50,251.00

cover for the socket out let and complete with connections, testing and

commissioning etc. as required.

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

complete as required.

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

front on surface or in recess, including providing and fixing 2 nos. of 3 pin

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

connections etc. as required.

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

28.0 Distribution Boards & MCB'S

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

miniature circuit breaker suitable for inductive load of following poles in

the existing MCB DB complete with connections, testing and

commissioning etc. as Required.

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

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

complete etc. as required.

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

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

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

interconnections, powder painted including earthing etc. as required. (But

without MCB/RCCB/Isolator).

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

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

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

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

MCB/RCCB/Isolator).

S/F DP Isolator

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

existing MCB DB complete with connections, testing and commissioning

etc. as Required.

S/F 4P Isolator

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

existing MCB DB complete with connections, testing and commissioning

etc. as Required.

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

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

sensitivity current 30 mA in the existing MCB DB complete with

connections, testing and commissioning etc. as Required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 MCBDB Each 11.00 752.00 8,272.00

2.23.2 For 8 way, Double door SPN MCBDB Each 3.00 832.00 2,496.00

2.23.3 For 14 way, Double door SPN MCBDB Each 47.00 902.00 42,394.00

28.11 2.24 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following

tripole pole and neutral, sheet steel, MCB distribution board, 415 Volts,

on surface/ recess, complete with testing and commissioning etc. as

2.24.1 For 4 way, Double door TPN MCBDB Each 3.00 1,080.00 3,240.00

2.24.2 For 6 way, Double door TPN MCBDB Each 14.00 1,124.00 15,736.00

2.24.3 For 8 way, Double door TPN MCBDB Each 12.00 1,340.00 16,080.00

28.12 2.16 Supplying and fixing DP sheet steel enclosure on surface/recess along Each 48.00

with 25/32 A 240V "C" Curve DP MCBcomplete with connections, testing

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

28.13 MR Supplying and fixing following rating, Single/ double/ three pole, 230/ 415

volts, MCB "C" curve in the existing MCB DB complete with connections,

testing and commissioning etc. as required.

Total of sub-head (28.0) (DSR) 10,15,117.00

Total of sub-head (28.0) (Non-DSR) 4,624.14

29.0 Telephone, Television & Data System (Socket,Wiring & Conduting Only)

S/F Modular Boxes, Base & Cover Plate :-

29.01 1.27 Supplying and Fixing Following Size/ Modules, GI Box Alongwith Modular

Base & Cover Plate for Modular Switches in Recess etc. as Required.

1.27.2 3 Module (100mmX75mm) Each - 327.00 -

S/F Modular Type Switch / Socket :-

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

Modular plate & Switch Box including connections But Excluding Modular

Plate etc. as required.

1.24.6 Telephone Socket outlet. Each 57.00 148.00 8,436.00

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

29.03 1.21 Supplying and fixing of following sizes of medium class PVC conduit along

with accessories in surface/recess including cutting the wall and making

good the same in case of recessed conduit as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

29.04 1.18 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated

annealed copper conductor, Unarmored Telephone cable in the existing

surface/ recessed steel/ PVC conduit as required.

29.05 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper Metre 610.00

conductor PE insulated, shielded with fine tinned copper braid and

protected with PVC sheath in the existing surface/ recessed steel/ PVC

conduit as required.

29.06 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing

surface/ recessed Steel/ PVC conduit as required.

29.07 MR 1 SITC Modular Type Computer jack RJ 45 ISI mark 1 Module on existing Each 77.00

Mounting plate and box Complete.

Total of sub-head (29.0) (DSR) 6,87,491.00

Total of sub-head (29.0) (Non DSR) 16,062.97

30.0 Internal Lighting Fixtures & Fans

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

for 220 volts Single Phase A C Supply complete with all accessories as

30.02 MR 3 Supply of Surface Mounted Energy Efficient, LED Luminaires 12W LED Each 63.00

DOWN LIGHT (Round) Sutaible for 220v Single Phase Supply complete

with driver circuit including making connections etc.as required. 778.59 49,051.17

(Technical Data - System power 12W, CRI ≥80, Power Factor ≥0.95, System

Luminous Efficacy ≥94).

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

DOWN LIGHT (Round) Sutaible for 220v Single Phase Supply complete

with driver circuit including making connections etc.as required. 834.43 -

(Technical Data - System power 15W, CRI ≥80, Power Factor ≥0.95, System

Luminous Efficacy ≥94).

30.04 MR 5 Supplying and fixing brass batten/ angle holder including 20 w LED Lamp, Each 436.00

connection etc. as required. - -

30.04 MR 5 Supply, of Linear & Compact 10W Mirror Light with Decorative Grey Caps, Each 1.00

Polycarbonate Body & Ribbed Opal Diffuser. (Technical Data - System

power 10W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100)

30.05 MR 6 Supply of LED Luminaires BATTEN 40W LED Tube Light of Box Type Each 160.00

prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with

End Caps Complete as Required. (Technical Data - System power 40W, CRI 946.11 1,51,377.60

≥80, Power Factor ≥0.95, System Luminous Efficacy ≥95)

30.06 MR 7 Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type Each 733.00

Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with

End Caps Complete as Required.(Technical Data - System power 20W, CRI

≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100)

30.07 MR 8 Supplying and fixing of Bulk Head with 10 Watt LED lamp fitting Sutaible Each 40.00

for 230 volts Single Phase A C Supply complete with all accessories as 1,268.50 50,740.00

SUPPLY FANS & EXHAUST FANS

30.08 MR 8 Supply, of following size sweep, BEE 5 star rated, white colour ceiling fan

with all accessories i.e. 3 nos. blades, 30 cm long down rod, 2 nos.

canopies, shackle kit, safety rope, copper winding, safety pin,nut bolts,

washers, , suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc.

complete as required.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

30.09 MR9 Supply of following sweep heavy duty metal body exhaust fan/wall fan/

fresh air ( ventilating ) plastic body fan with guard suitable operation on

single phase 230 V, 50Hz. AC Supply, with lowers / shutters in the existing

opening. (Crompton - Trans Air 300/200mm/Approved Equivalent in

Usha/Havells/Bajaj)

(a) 200 mm sweep 900 RPM ( in plastic body)Ventilating fan fan Nos 11.00 1,088.34 11,971.74

(b) 300 mm sweep 900 RPM ( in plastic body)Ventilating fan 28.00

(c) 300 mm sweep 900 RPM ( In metal body) exhaust fan Nos 34.00 3,026.91 1,02,914.94

(d) 450 mm sweep 1400 RPM ( In metal body) exhaust fan Nos 13.00 4,772.68 62,044.84

e) S.I.T.C of 400 mm sweep oscillating type four speed wall mounting fan Nos. 10.00

complete with all accessories on surface including making good the

Erection Of Lighting Fixtures And Fans

30.10 1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / Each 978.00

compact fluorescent fitting of all types, complete with all accessories and

tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. 206.00 2,01,468.00

mm FRLS PVC insulated, copper conductor, single core cable and earthing

etc. as required.

30.11 1.45 Installation, testing and commissioning of ceiling fan, including wiring the Each 466.00

down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC

insulated, copper conductor, single core cable, including providing and 339.00 1,57,974.00

fixing phenolic laminated sheet cover on the Fan Box etc. as Required.

30.12 1.50 Installation of Exhaust/wall fan in the existing opening, including making

good the damage, Connection, Testing, Commissioning etc. as Required.

S/F modular type electronic fan regulator:

30.13 1.25 Supplying and fixing Two Module Stepped Type Electronic Fan Regulator Each 466.00

on the existing modular plate switch box including connections but 369.00 1,71,954.00

excluding modular plate etc. as required.

Fixing Louvers / Shutters for Exhaust Fan:

30.14 1.51 Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Each 47.00

Fan of all sizes.

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 Each 420.00

dia, heavy gauge including painting etc. as required. (Note : More than 5

cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be

Total of sub-head (30.0) (Non DSR) 16,64,684.23

Total of sub-head (30.0) (DSR) 5,99,145.00

ELECTRICAL WORKS (External)

31.0 Transformer and HT Panel

31.01 MR 1 11KV HT VCB PANEL - IN DOOR TYPE

Supplying, installation, testing and commissioning of IN DOOR Type, floor

mounting, 11KV HT panel unit made out of M.S sheet steel clad dust and

vermin proof with necessary control fuses/MCBs, Termination

arrangements for Incoming and Outgoing Cable of 3Cx120 Sq.mm Al.HT

XLPE cable, and earthed cable, Terminal Blocks, Earthing, Powder coated

painting, Sign writing and Base channels etc. with complete all accessories

as required. as per Requirements comprising of the following.

INCOMING : - -

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

Circuit Breaker. fitted with 230V AC spring charging motor, 110V DC

tripping and closing coils, 8NO+8NC Aux. conductor mechanical on off

indicator, spring charging / discharge Indication, automatic safety shutter

and with anti-pumping feature with necessary required accessories.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

ii) 3 phase 11 KV/110 Volts PT, class 1 accuracy and 100 VA burden with 1

No Voltmeter (0-15 kV), Digital type, selector switch for voltmeter and

protection fuses for HT metering upto 12 kV on incomer.

iii) Dual core dual ratio 3 CTs 400/200/5+5A of 15 VA burden and

accuracy class1.0 for metering and class 5P10 for protection.

iv) (0-400 A) Ammeter, digital type with selector switch for Ammeter.

v) Digital Multifunction Meter.

vi) Microprocessor based numerical relay for Over current and Earth fault

protection with directional control.

vii) Phase indicating lamps with HRC fuses.

viii) Indicating lamps to indicate, RYB, ON, OFF, OPEN, CLOSE, TRIP,

SPRING CHARGED, TRIP CIRCUIT HEALTHY

ix) Test terminal block

x) Trip/Neutral/close switch

xi) Copper bus bar for earthing (common)

xii) master trip relay & trip circuit healthy supervision relay.

630 Amps, 11kV, 50Hz, 3Phase, 25 KA / 3Sec. Copper busbars.

The11KV HT VCB PANEL shall be complete with as per SLD and set 1.00

specifications.

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

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

efficiency Level -2) 11kV / 433 Volts, 3 phase, 50Hz,vector group Dyn11

(delta -star connected), Indoor 'ONAN' type, copper wound transformer

with OFF load tap changing arrangement on HV side in steps of +/- 2.5%,

+/- 5% & +/- 7.5%, on H.V. side with HT cable chamber suitable for Heat

shrinkable joint with XLPE cable (cable entry from bottom) and LT

connection chamber suitable for connecting Bus duct arrangement and

equipped with other essential accessories including providing complete 7,70,666.43 7,70,666.43

with all 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

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

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 release.

Incoming From TRANSFORMER 1 (250 KVA) - 1 NOS. (Phase I)

Incomer : 1 Nos 400A TP MCCB 36KA with Thermal Magnetic Release -

1 No. Digital Ammeter -

1 No. Digital Voltmeter -

1 set of 3 CT's of ratio 400/5A, Class 1.0 accuracy 15 VA burden for -

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 -

3 Nos. LED Type Indicating lamp for indicating the status of feeder - ON / -

OFF / TRIP. Each lamp shall be with backup MCB.

Incoming From Supply Source-2 - 1 Nos 400A TP MCCB 36KA with

Thermal Magnetic Release (Phase II) - for future Feeder

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

such manner so that all electrical loads are separated by separate bus

bar chamber in the panel.

Interlocking : Electrical as well as Mechanical Interlocking between

incomers and bus coupler shall be executed in such a manner that only

two sources should be in circuit at a time.

TPN Aluminium Bus Bars of Minimum 500 Amp with Heat shrinkable -

coloured sleeves , Shrouds at Joints and including DMC/SMC bus bars

supports at required interval complete for cross section, side supports

and their spacing etc.

19 Nos. Outgoing Feeders :- -

1 Nos. 250A, FP 25KA MCCB (CAPACITOR PANEL) -

9 Nos. 160A, FP 25KA MCCB -

1 Nos. 200A, FP 25KA MCCB -

4 Nos. 100A, FP 25KA MCCB -

4 No 63 AMP 4P 10KA MCCB -

Spare space for 100A MCCB - 02 Nos. -

Complete Panel as Above and complete set 1.00 4,77,594.46 4,77,594.46

32.03 MR 5 AUTOMATIC POWER FACTOR CORRECTION PANEL (CAPACITOR -

PANEL) - 90 KVAR

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

Supplying, Installation, Testing and Commissioning of cubicle type -

capacitior panel suitable for 415 & 3 phase 50 HZ A.C. supply System

a) 250 Amps TP MCCB with Thermal Magnetic Based release (Ics=100% -

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

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic -

& Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 160 AMP FP MCCB -

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

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity -

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

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

ambient temperature.

OUT GOINGS : -

18 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

complete panel as above and complete set 1.00 1,33,445.36 1,33,445.36

32.05 MR 7 UPS PANEL -

Design, manufacture, supply, installation, testing and commissioning of -

cubicle type panel fabricated out of CRCA sheet steel , floor mounted

totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ

complete with aluminium bus bar and all accessories including supply

and fixing of following incoming and outgoing switchgears, Panel Should

Have Double Earthing Provision which connected to the nearest earth

INCOMER : 1 Nos 63 AMP FP MCCB (Thru Bypass Switch 10 KVA UPS) -

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

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

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic -

& Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB -

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

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

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

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

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

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

complete panel as above and complete set 1.00 1,03,164.66 1,03,164.66

32.07 MR 9 GIRLS HOSTEL MAIN DISTRIBUTION BOARD -

Design, manufacture, supply, installation, testing and commissioning of -

cubicle type panel fabricated out of CRCA sheet steel , floor mounted

totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ

complete with aluminium bus bar and all accessories including supply

and fixing of following incoming and outgoing switchgears, Panel Should

Have Double Earthing Provision which connected to the nearest earth

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic -

& Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB -

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 -

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

electrolytic Aluminium bus bar of suitable length, insulated by heat

shrinkable sleeves. The current density of bus bar shall be minimum 0.6

The Maximum allowable temperature for the Bus bar to be restricted to -

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

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

complete panel as above and complete

32.08 MR 10 TYPE - III STAFF QTRS. METER BOARD

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic

& Above 250A will be Microprocessor based inbuilt protections.

(A) Meter Board - I (For 12 Qtrs.) (G+2)

INCOMER : 250 AMP FP MCCB, 25 KA with Thermal Release Range

(160-200) A with O/C, S/C protection

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

functional meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity

electrolytic extendable type Aluminium bus bar of suitable length,

insulated by heat shrinkable sleeves. The current density of bus bar shall

be minimum 0.6 sq mm / amp. The Maximum allowable temperature for

the Bus bar to be restricted to 90 deg C. The temperature rise should be

restricted to 45 deg C above ambient temperature.

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

12 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class

1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special

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

complete panel as above 1.00 1,03,088.80 1,03,088.80

(B ) Meter Board - II (For 6 Qtrs.) (G+2)

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-

100) A with O/C, S/C protection

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

functional meters (VAF) with suitable CTs and protection MCBS 1 set.

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

electrolytic extendable type Aluminium bus bar of suitable length,

insulated by heat shrinkable sleeves. The current density of bus bar shall

be minimum 0.6 sq mm / amp. The Maximum allowable temperature for

the Bus bar to be restricted to 90 deg C. The temperature rise should be

restricted to 45 deg C above ambient temperature.

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

6 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class

1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special

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

complete panel as above 1.00 61,476.95 61,476.95

32.09 MR 11 TYPE -II ( G+2) STAFF QTRS. METER BOARD ( For 10 Qtrs.)

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic

& Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-

100) A with O/C, S/C protection

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

functional meters (VAF) with suitable CTs and protection MCBS 1 set.

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

electrolytic extendable type Aluminium bus bar of suitable length,

insulated by heat shrinkable sleeves. The current density of bus bar shall

be minimum 0.6 sq mm / amp. The Maximum allowable temperature for

the Bus bar to be restricted to 90 deg C. The temperature rise should be

restricted to 45 deg C above ambient temperature.

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

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

1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with

polycarbonate body and backlit LCD display capable of measuring and

displaying KWh, V, I, KW, PF, maximum demand in KW with special

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

complete panel as above 1.00 82,863.39 82,863.39

32.10 MR 12 PRINCIPAL QTR. METER BOARD

Design, manufacture, supply, installation, testing and commissioning of

wall mounted powder coated cubicle type, totally enclosed dust and

vermin proof meter board fabricated out of 2mm CRCA sheet suitable

for use of 230 volts , 1 phase, 50 HZ complete with bus bars, MV danger

notice plate, ISI marked Electronic kWh meter, indication lamps,

Interconnection with glass inspection window, connection of

incoming and outgoing cables with thimbles, with all accessories

including supply and fixing of following incoming and outgoing

switchgears complete earthing etc. as required.

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

1 No 40 AMP DP MCB (For each Qtr.DBs and Spare )

1 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class

1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with

complete panel as above 1.00 10,225.96 10,225.96

32.11 MR 13 EXTERNAL LIGHT FEEDER PILLAR

Design, Manufacture, Supply, Installation, Testing and Commissioning

of Panel Fabricated out of 16 SWG CRCA sheet steel, IP 54, wall / floor

mounting type with rain canopy The sheet steel shall undergo minimum

7 tank treatment followed by finishing powder coating of min 60 micron

thickness. the board includes 415 /240 V electrolitic Aluminium Bus Bar,

removable gland plates, cable glands, including connection with outgoing

feeders complete in all respect, Panel Should Have Double Earthing

Provision Which Connected to the Nearest Earth Grid.

1 no. 100A, 25KA 4P MCCB with Thermal Magnetic based releases, ON

indication, + 3 Nos 63A DP MCB For each Phase.with 3 Nos Astronomical

Weekly programmable time switch (SST- 1min) ON Phase for automaitc

switching of landscape light fixtures at sun set and sun rise or twilight

(auto on/ auto off and auto mode) with manual override faiclity with

12/24 hour display format with suitable battery and indication for relay

status i/c programming at site.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

TPN Aluminium bus bar with heat Shrink Sleeve rated for 125A.

18 nos 16A DP MCB (For Compound Group Light + Spare)

4 Nos 16KA 40A FP MCCB (Spare)

1 nos 40A FP MCCB (BORE WELL STAND BY)

Other items such as

1 Set of control wiring

1 Set of designation plates

All Items complete as above set 2.00 90,906.36 1,81,812.72

Total of sub-head (32.0) (Non DSR) 15,40,326.70

33 Supply Of L.T. Cable:

Supplying of Following Sizes of 1.1 kV Grade Multicore Aluminium

Conductor XLPE Power Cable Insulated armoured cable conforming to

IS:7098 (Part - I) or as per Relevant IS Code complete with all

Amendments etc and should be NABL certified as required.

MR 3.5 C X 300 Sq.mm Al. XLPE arm. Metre 25.00

MR 3.5 C X 240 Sq.mm Al. XLPE arm. Metre 410.00

MR 3.5 C X 185 Sq.mm Al. XLPE arm. Metre 205.00

MR 3.5 C X 150 Sq.mm Al. XLPE arm. Metre 15.00

MR 3.5 C X 120 Sq.mm Al. XLPE arm. Metre 210.00

MR 3.5 C X 95 Sq.mm Al. XLPE arm. Metre 135.00

MR 3.5 C X 70 Sq.mm Al. XLPE arm. Metre -

MR 3.5 C X 50 Sq.mm Al. XLPE arm. Metre 30.00

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 2,005.00

MR 2C X 16 Sq.mm Al. XLPE arm. Metre 45.00

MR 2C X 10 Sq.mm Al. XLPE arm. Metre 75.00

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 55.00

DSR 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 70.00

DSR 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 200.00

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 40.00 286.00 11,440.00

DSR 7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 70.00 304.00 21,280.00

DSR 7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 200.00 356.00 71,200.00

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.

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

DSR7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre 40.00

DSR 7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 60.00

DSR 7.3.4 Above 185 sq. mm and upto 400 sq. mm Metre 200.00

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

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

DSR 7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 10.00 57.00 570.00

DSR 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 10.00

DSR 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 15.00

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 45.00

DSR 7.7.3 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat Metre 10.00

DSR 7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with Metre 5.00

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

DSR 7.6.1 Upto 35 sq. mm Metre 200.00

DSR 7.6.2 Above 35 sq. mm and upto 95 sq. mm Metre 10.00

DSR 7.6.3 Above 95 sq. mm and upto 185 sq. mm Metre 10.00

DSR 7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 15.00

DSR 9 LT CABLE JOINTING & END TERMINATION

33.07 DSR 9.1 Supplying and Making End Termination With Brass Compression Gland

and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed

/ XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.

Total of sub-head (33.0) (Non DSR) 22,54,864.05

Total of sub-head (33.0) (DSR) 8,74,658.00

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.

3 C x 70 Sq. mm 11 KV (UE) Metre 95.00

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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 Metre 75.00

covering and refilling the trench etc as required.

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

including excavation, sand cushioning, protective covering and refilling 362.00 -

the trench etc as required.

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

DSR 8.4.1 (d) in the existing masonary open duct as required. Metre 10.00

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) 1,21,107.90

Total of sub-head (34.0) (DSR) - 51,769.00

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 Nos. 12.00

of mild steel, at least 2 mm thick, and vitreous enameled white on both

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

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

of mild steel, at least 2 mm thick, and vitreous enameled white on both

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

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

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size )

of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a 585.00 2,925.00

thickness of 10cm including inscription duly engraved as required.

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

G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6

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

Miscellaneous Items - MR Items -

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

with glass and supported from back with hard board with supply of all

material labour T & P etc for proper completion of work. (Approx front

area = 1.20 sq M)

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

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

Fire Buckets of 9.5 Ltrs capacity filled with

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

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

dielectric strength, 1000mm width and thickness of 2.5mm ISI approved 3,808.66 3,808.66

as required including cutting to required lengths.

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

dielectric strength, 1000mm width and thickness of 2.0 mm ISI approved 2,582.30 7,746.90

as required including cutting to required lengths.

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

Total of sub-head (35.0) (Non DSR) - 20,932.34

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

36.0 DSR 5 Earthing -

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

accessories, and providing masonry enclosure with cover plate having 7,472.00 1,34,496.00

locking arrangement and watering pipe of 2.7 meter long etc. with

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

including accessories, and providing masonry enclosure with cover plate

36.03 5.2 having locking

Earthing arrangement

with G.I. earth pipe and watering

4.5 metre pipe

meter long etc. with

including SET 2.00

accessories, and providing masonry enclosure with cover plate having 6,855.00 13,710.00

locking arrangement and watering pipe etc. with charcoal/ coke and salt

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

connections etc. as required.

36.05 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop Metre 6,370.00

earthing along with existing surface/ recessed conduit/ submain wiring/ 42.00 2,67,540.00

cable as required.

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

for connections etc. as required.

36.07 5.12 Providing and laying earth connection from earth electrode with 6 SWG Metre 20.00

dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including

connection with G.I. thimble excavation and re-filling as required.

Total of sub-head (36.0) (DSR) 5,75,778.00

37.0 DSR 11 Pole Erection -

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

cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

foundation including excavation and refilling etc. as required.

11.3.1 Above 4.5 metre and upto 6.5 metre Each 32.00 5,121.00 1,63,872.00

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

11.6.1 32 mm dia Metre 160.00

Total of sub-head (37.0) (DSR) 2,47,872.00

38.0 External Lighting System -

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

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

connection with 3 x 2.5 sq.mm single core PVC insulated copper 4,714.73 9,429.46

conductor cable from junction box to fixture as required.

38.02 MR 27 Supply , Installation, Testing & Commissioning of 60 W LED with complete Nos. 26.00

with pot optic reflector i/c connection with 3x2.5sq.mm single core PVC

insulated copper conductor cable from junction box to fixture as required 3,451.50 89,739.00

38.03 MR 28 SITC of Hybrid All In One Integrated Solar LED Street Light fitting rated for Nos. 9.00

40W output with integrated solar laminate of 80 Wp ( or more) based on

Mono crystalline cell technology, along with battery of rating 12.8V 30Ah

(or more) based on Lithium Ferro Phosphate Chemistry (LiFePO4), with a

light output of greater than 6000 Lumens (>6000), LEDs with a life greater

than >50000Hrs and Lumen efficacy greater than 150Lm/W , with an 45,092.86 4,05,835.74

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar 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

4. IEC 60598 – Part 1 – General requirement

6. LM 79 REPORT

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

third party NABL lab , LM80 report of chip manufacturer in the

department for obtaining the approval from the authority prior to start of

work/ procurement of Solar street lights. Reports of inhouse lighting

company Lab having NABL accrediation will not be acceptable.

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

EMC , IEC 60598 – Part 1 – General requirement , IEC 62109 obtained

from Third party NABL Lab/ TUV/UL/MNRE Lab's test report are required

to be submitted by the executant along with manufacturer's warranty

certificate in the name of concerned department for providing 5 years

complete system warranty & providing immediate after sales service

within the warranty period against manufacturing defects, LM 79

report,IP 65 report , IK 08 report against the supply of Hybrid AIO Solar

lights for it's acceptance by the department

38.04 MR 29 Building Outer Light (60W LED) :- Supply, fitting, fixing and testing of Each 7.00

building outer lighting luminaire aerodynamically shaped single piece

pressure die-cast Aluminum luminaire with high power LEDs as light

source and electronic driver (IP66), along with 60W LED Lamp as Energy

saving as per drawing prescribed reflector and heat resistant toughened

flat glass cover, with 5ft long 40mm dia G.I. pipe with 3 Nos. of iron 5,299.46 37,096.22

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

38.05 MR 30 Supply, Installation, Testing and Commissioning of 200x160x98 (KVPC) Nos. 7.00

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

Protection with Terminals & cable hinged cover of approved design

complete having gasket of internally embedded & made of polyeutherene

& should be weather proof, rust proof, dust proof, water proof - box shall

be tested as per IEC - 60670-2/60670-22. the box shall have self threaded 1,168.41 8,178.87

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

38.06 MR 31 Supply and fixing of GI/MS swaged round/octagonal tubular pole of 6 32.00

Metre length (Above Ground) with Top-70 mm, bottom-135 mm, Base

Plate 220x220x12 mm, PCD-205 mm, Foundation Bolts-M20X600, suitable

for single/double arm bracket for Solar/ LED fitting. The pole shall be

provided with suitable base plate arrangement for fixing on pedestal and 6,552.16 2,09,669.12

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

a Single arm bracket 20.00 767.00 15,340.00

b Double arm bracket 3.00 1,325.39 3,976.17

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

38.08 MR 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 i/c Connection Testing

and commissioning as Required.

a 2x6 sqmm Metre 2,535.00

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

cable of 1.1 kV grade of size up to 35 sq. mm

7.3.1 ( a ) direct in ground including excavation and refilling the trench etc. as Metre 2,155.00

required, but excluding sand cushioning and protective covering.

7.7.1 ( b ) On Surface Metre 290.00

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

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

pipe as required.

Upto 35 sq. mm Metre 90.00

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 100.00 127.00 12,700.00

38.12 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop Metre 2,445.00 42.00 1,02,690.00

earthing along with existing surface/ recessed conduit/ submain wiring/

Total of sub-head (38.0) (DSR) 5,65,670.00

Total of sub-head (38.0) (Non DSR) - 12,70,407.03

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

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

breaking Capacity in metal sheet enclosure with ON/OFF, TYB Indication

lamps for Incoming of UPS Complete in All 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- Each 3.00

12 kV expulsion type complete with all Fitting transission class discharge 4,180.57 12,541.71

capacity 10 kA complete all as as specified

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

41.0 Pumps (Non Scheduled Items)

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

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

Supplying & Installation of suitable borewell submersible pump set -

coupled with 6" motor and complete with lowering in existing borewell

with the help of chain pulley block including supplying and fixing motor

starter suitable for the selected pump complete as required.( Note : The

suction/delievery pipe lines are not included in this item )

Flow Rate : 350 to 400 LPM

min. Head : 60 M

Min. Motor HP : 7.5 H.P.

41.02 MR Supplying and Fixing of PVC covered 6 mm dia flexible steel rope for Metre 300.00

handling/protecting the 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 Each 4.00

submersible pump & 40 mm dia pipe assembly lowered in bore well

including suitable drilled hole and nut bolts etc. complete as required. 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 2.00

and s/f nut bolts etc. complete as reqd. 1,087.29 2,174.58

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

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

comprising of Electrical Driven inline pumping with all accessories as per

manufacturer's design. such as C.I. Base, S.S /bronze impeller, shaft,

mechanical seal, S.S. Shaft directly coupled to motor suitable for

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

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

pump set i/c connections testing, commissing etc as reqd. ( Note : The

suction/delievery pipe lines are not included in this item )

Flow Rate : 4.5 to 5.0 LPS

Min. Head : 50 M

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

Total of sub-head (41.0) (Non DSR) 2,63,651.94

42 CCTV SYSTEM

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

surface/ recessed Steel/ PVC conduit as required.

42.02 1.21 Supply and fixing of following sizes of medium class PVC conduit along

with accessories in surface/recess including cutting the wall and making

good the same in case of recessed conduit as required :

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

ON), 10~15 Meters (With Min. 24 units IR LED), 2 MP Fixed IR DOME

CAMERA With Options Of 2.8mm , 4mm , 6mm Lens , IP66 , POE with 6,835.57 75,191.27

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

ON), 10~15 Meters (With Min. 24 units IR LED), 2 MP Fixed IR Bullet

CAMERA With Options Of 2.8mm , 4mm , 6mm Lens , IP66 , POE with 6,835.57 1,36,711.40

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

264 / H.265 NVR with Minimum 1080p / UXGA / 720p / VGA / 4CIF / DCIF

/ 2CIF / CIF / QCIF rec. resolutions, 4 HDD slot supports upto 4 TB Each,

RS 485 x 1 & USB2.0 x1, HDMI ,Local And Remote Access Over Internet In 29,935.13 1,19,740.52

complete in all respect with installation (Make: - CP PLUS , Dahua

,Hikvision or equivalent )

42.06 MR39 4 TB Surveillance Sata HDD (WD Purple , Seagate Surveillance or Each 1.00

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 Each 3.00

system with 230V single phase input and 230V Single phase output with

all required accessories & battery bank for 30 mins back up with covered

SMF battery and battery rack for all new required loads covered as

required, including connections as per specifications etc. complete as 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 Each 3.00

1080 resolution, inputs. 100-230VAC/50 Hz.

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

Total of sub-head (42.0) (Non DSR) 5,21,463.03

43 LIGHTNING CONDUCTOR

43.01 6.2 Providing and fixing of lightning conductor finial, made of 25mm dia Each 30.00

300mm long, G.I tube, having single prong at top with 85mm dia 6mm 518.00 15,540.00

thick G.I base plate including holes etc. complete as required.

43.02 6.7 Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of Mtrs. 1,100.00

wall for lightning conductor complete as required. (for horizontal run ) 126.00 1,38,600.00

43.03 6.8 Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of Mtrs. 245.00

wall for lightning conductor complete as required. (for vertical run ) 197.00 48,265.00

43.04 6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the Each 76.00

finial or any other metallic object) by riveting / nut bolting/ sweating and 113.00 8,588.00

soldering etc as required.

43.05 6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, Each 14.00

125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring 121.00 1,694.00

washers etc. complete as required.

43.06 5.4 Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including Set. 14.00

accessories, and providing masonary enclosure with cover plate having

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

coke and salt as required.

Total of sub-head (43.0) (DSR) - 3,17,295.00

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:

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

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

(i) Start-stop switch with key

(ii) Water temperature indication

(iii) Lubrication oil pressure indication

(iv) Lubrication oil temperature indication

(v) Battery charging indication

(vi) RPM indication

(vii) Over speed indication

(viii) Low lub. Oil trip indication

(ix) Engine Hours indication

(c) Alternator :

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

50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH &

at 1000 Meter MSL. The alternator shall be having SPDP enclosure,

brushless, continuous duty, self-excited and self-regulated through AVR

conforming to IS: 4722/BS 2613 suitable for tropical conditions and with

class- F/H insulation

(d) Base Frame & Foundation:

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

made of MS channel with necessary reinforcement which shall be

installed on suitable cement concrete foundation and vibration isolation

arrangement as per recommendations of 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

(f) Exhaust System:

Dry exhaust mainfold with hospital exhaust silencer and catalytic

(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

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

intake for cooling of the engine & alternator, extraction, discharging hot

air in to the atmosphere as per specifications & CPCB Norms.

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

5000 hours of operation whichever earlier

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

Fabricating, Installing, Testing & Commissioning of automatic mains

failure control including auto by-pass panel, suitable for 25 KVA silent

type DG set complete with relays, timers, set of CTs for metering &

protection and energy analyser to indicate currents, phase and line

voltages, frequency, power factor, KWH, KVARH & provision for overload,

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

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

inter locking including the following:

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

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

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

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

(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

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

(g) Fuse for instruments

SCHEDULE OF QUANTITIES

Construction of Eklavya Model Residential School (EMRS)” at Bastenar, District- Bastar Chhattisgarh

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

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

ammeter, selector switch for trickle, off and boost and current

(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

(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 4.00

Class pipe conforming to IS:3589 cut to required lengths and installed

with necessary bends, supports and clamps, anti-vibration mountings,

insulation of exhaust system with mineral wool/Rockwool, 50 mm thick

wiremesh & aluminum cladding etc., as required as per specifications.

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

KITCHEN EQUIPMENT

S. No. CODE Description of works SIZE Quantity Sample Image Rate i/c GST@18% Amount

1 01 SITC of SS One Burner STOCK POT RANGE Comprising: 2 Nos. 14,750.00 29,500.00

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, 24 X 24 X 26 (inches)

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: 2 No. 28,910.00 57,820.00

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, 44 X 24 X 34 (inches)

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: 2 No. 15,045.00 30,090.00

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 three 24 X 24 X 34+6

side cross bracing. (inches)

4 04 SITC of SS TILTING TYPE BULK COOKER Comprising: 2 No. 1,03,250.00 2,06,500.00

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

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

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

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

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

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

1 no. burner with pilot lamp.

Digitally signed by VARUN

KITCHEN EQUIPMENT

S. No. CODE Description of works SIZE Quantity Sample Image Rate i/c GST@18% Amount

5 05 SITC of SS TILTING TYPE BOILING PAN Comprising: 2 No. 98,530.00 1,97,060.00

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

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

Panels - made of 20 GA SS 304 grade,

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

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

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

3 no. “RV” type burner with pilot lamp

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 (inches)

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 (inches)

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

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, 52 X 26 X 34 (inches)

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

#REF! 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

#REF! 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.

(inches) 900 LTRS

Digitally signed by VARUN

KITCHEN EQUIPMENT

S. No. CODE Description of works SIZE Quantity Sample Image Rate i/c GST@18% Amount

#REF! 12 SITC of DEEP FREEZER: 2 No. 46,020.00 92,040.00

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 (Capacity)

#REF! 14 SITC of DRY MASALA GRINDER Comprising: SS Jar of Capacity 5 kg, with electric motor of Power 2 No. 21,476.00 42,952.00

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

5 KG (Capacity)

#REF! 15 SITC of PULVERISER Comprising: 20 GA SS body, electrically operated with electric motor of Power : 2 2 No. 19,765.00 39,530.00

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

#REF! 16 SITC of DOUGH KNEADER- Comprising: 16 GA bowl of SS and 20 GA SS body, electrically operated 2 No. 67,260.00 1,34,520.00

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

20 LTRS (Capacity)

#REF! 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.

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

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

#REF! 20 SITC of KITCHEN UTILITY TROLLY Comprising: 16 GA 25 mm dia SS 304 grade pipe pulling/pushing 4 Nos. 20,355.00 81,420.00

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.

34 X 24 X 34 (inches)

Digitally signed by VARUN

KITCHEN EQUIPMENT

S. No. CODE Description of works SIZE Quantity Sample Image Rate i/c GST@18% Amount

#REF! 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.

60 X 30 X 66 (inches)

#REF! 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.

44 X 16 X 66 (inches)

#REF! 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)

#REF! 24 SITC of POTATO PILLER Comprising: 20 GA SS body, electrically operated with electric motor of 2 No. 48,616.00 97,232.00

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

#REF! V1 SITC of SS HOOD WITH SS FILTER Comprising: 22 GA. SS Welded Body Construction, with Removable 2 No. 25,960.00 51,920.00

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 (inches)

#REF! V2 SITC of SS HOOD WITH SS FILTER Comprising: 22 GA. SS Welded Body Construction, Removable 20 2 Nos. 16,520.00 33,040.00

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 (inches)

#REF! V5 SITC of GI DUCTING FOR HOT AIR SUCTION Comprising: 22 GA. GI sheet ducting as per requiremt as 60 SQM 1,888.00 1,13,280.00

site requirement all complete.

Digitally signed by VARUN

KITCHEN EQUIPMENT

S. No. CODE Description of works SIZE Quantity Sample Image Rate i/c GST@18% Amount

#REF! V6 SITC of FAN FOR HOT AIR SUCTION Comprising: Electric Motor of Comptron or equivalent make - 3 2 No. 49,796.00 99,592.00

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

(motor Capacity)

#REF! 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

#REF! L2 SITC of 1/2" DIA LPG PIPE LINE FROM MANIFOLD TO ALL LPG EQUIPMENTS WITH 50.00 metre 3,186.00 1,59,300.00

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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST 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 6,67,695.85

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

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 mm Vice Prinicipal Table 1.00 Each 42,258.00 42,258.00

Digitally signed by VARUN

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST 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 Teacher's table 25.00 Each 6,037.00 1,50,925.00

balancing 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.

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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST 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. Almira

These 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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST 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- One Set of 5 Seater 1.00 Per Set 66,405.00 66,405.00

Seater 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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

12 Supply and installation of Steel bunk bed of overall size 1850(L)x875(W)x1735 mm(H) consisting of following specification: - Metal Bed 240.00 Each 18,000.00 43,20,000.00

HEADBOARD: Head Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at

bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 of (2

number at level 1 and 1 number at level 2). 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 leveller with the height adjustment up to 12mm to 15mm if

required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end

dimensions for the Headboard is 870(W) x 1735mm (H).

TAILBOARD-: Tail Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed

stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 ( 1 number at

level 2). 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 leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting

bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x

LADDER: –Ladder shall be made up of horizontal and vertical MS pipe 25x25x1.2 mm Thick. 2mm Thick CRCA plate to be used for welding to the

horizontal pipe. Construction is fully welded my MIG welding on the Tailboard Frame side. End to end dimensions for the ladder is 430(L) x1000mm

Bed Stagging– Head board and Tail board are joined together by bed stages made up of 12 mm Merine grade ply confirming to IS 710, supported

over steel framework consisting of two outer MS ERW Pipe 25x50x1.6mm thick IS-Grade 4923 and three numbers of 25 x25 x 1.6 mm MS ERW pipes

as a cross bracing welded to each other by MIG welding. SUPPORT ARM: –Shall be provided in upper level and shall be made up of MS Pipe

25x25x1.2mm Thick, conforming IS-Grade 4932 with 2mm Thick CRCA connecting plate. All pipes welded to each other by MIG welding. End to end

dimensions for the Supporting Arm is 985mm(L) x 263(H).

FINAL ASSEMBLY: Headboard, Tailboard, Ladder, Support Arm and bed stagings shall be assembled as per indicative diagram. Each bed stagging shall

be 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 (L) x 870(W)x 1735 mm(H). The height of Level 1 bed stagging is 450 mm from the ground and

middle frame of level 2 is at 1450 mm from ground.

Finish- All metal components are given anti-rust surface treatment and are finished with epoxy polyester powder coated DFT 50-60 Micron

confirming to IS 13871:1993. Note- (The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1825 mm 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 120.00 Each 9,000.00 10,80,000.00

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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

14 Metal Table with Integrated Storage 900(L) x 600(W) x 750(H) for one students 240.00 Each 3,500.00 8,40,000.00

Supplying and installing at site knock down type Metal Table with Integrated Storage 900mm (L) x 600mm (W) x 750mm (H) for one student

Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with post formed edge moulding on one side

and 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other three sides.

Supporting Strucure of table top consits of 2 C type vertical Legs of ERW tube 25 x 25 x 1.6 mm and one storage unit. The vertical legs are connected

with 2 cross horizontal members of size ERW Tube of 25 x 25 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 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: SPECIFICATIONS :-

Table shall have 1 number Metal Storage consiting of Shutter of size consiting of 350 (W ) x 550 (D) x 280 (H) mm Pad Lock provision . All metal

component including shutter and Shelf shall be made of 0.8mm thick CRCA confirm to IS grade IS 4923 and shall be powder coated with epoxy

powder coating of 50 micron DFT Confirming IS 13871:1993.

15 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. Dinning Fixed Canteen Table

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 finishing 2400 x 750

,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.

16 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 1800 x 750

Table 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.

Digitally signed by VARUN

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

17 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 Lab Stool 93.00 Each 2,689.00 2,50,077.00

and 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

18 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.

Digitally signed by VARUN

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

19 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.

20 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.

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

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.

Digitally signed by VARUN

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

22 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).

23 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.

24 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

ABSTRACT OF COST (FURNITURE)

Item Specification Items Sample Image Quantity Unit Rate i/c GST Amount

25a 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

25b 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 ).

26 knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported Tea Table of Size 3.00 Each 10,756.00 32,268.00

by a 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 mm

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 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

27 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

Analysis of Rate for Civil Items Derived from DSR 2021

Derived from Providing and laying broken autoclaved aerated cement (AAC)

basic rates of blocks and/or bats (light weight, having density 550-650 kg/m3)

DSR 2021 of nominal size 25mm to 65mm in the sunken portion of toilets

upto floor five level all complete as per the direction of

Engineer-in-charge.

Derived from basic rates taken from DSR 2019

Details of cost for 10 sqm x 0.45 m =4.50 cum.

Code Description Unit Quantity Rate Amount

8655 AAC broken block/bats of nomian size 25mm to 65mm Cum 4.50 2650.00 11925.00

Less for using broken AAC block Cum 11925.00 -30% -3577.50

Less for voids Cum 11925.00 -15% -1788.75

2260 Carrige of material Cum 4.50 178.19 801.86

114 Beldar (for making brick bat from broken AAC block) Day 1.50 645.00 967.50

114 Beldar (for laying) Day 1.00 645.00 645.00

124 Mason (brick layer) 2nd class (for laying) Day 0.50 714.00 357.00

Total 9542.11 "W"

Add for water charges @ 1% on A % 645.000 0.01 6.45

Total 9548.56 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) on % 651.45 0.1405 91.53

Total 9640.09 "Y"

Total 11086.10 "Z"

Cost for 4.50 Cum 11196.96

Cost for 1 Cum 2488.21

6.1.2 Brick work with non modular fly ash bricks conforming to

(Modified) IS:12894, class designation 10 average compressive strength in

foundation and plinth in:

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

Details of cost for one Cubic Metre

(Derived vide DAR-I 2019 item No. 6.1.2 & 6.34.2)

Code Description Unit Quantity Rate Amount

Materials: (as per 6.34.2)

7737 Non modular fly ash bricks conforming to IS:12894 1000 Nos. 0.487 3950.00 1923.65

2201 Carriage of Bricks 1000 Nos. 0.487 437.15 212.89

3.11 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Rate as Cum 0.22 3686.30 810.99

per Item No.3.11 of SH: Mortar

Labour (coeff as per 6.1.2)

123 Mason (brick layer) 1st class Day 0.36 784.00 282.24

124 Mason (brick layer) 2nd class Day 0.36 714.00 257.04

Total 4519.05 "W"

Add for water charges @ 1% % 4519.050 0.01 45.19

Total 4564.24 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) % 4564.24 0.1405 641.28

Total 5205.52 "Y"

Total 5986.35 "Z"

Cost for 1 Cum 6046.21

Analysis of Rate for Civil Items Derived from DSR 2021

10.11.2 Providing and fixing factory made M.S. Tubular shutter for

(Modified) 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).

Code Description Unit Quantity Rate Amount

Details of cost for a window of area 2.44 sqm (weight 30 kg).

4011 Z/T tubular profile of size 50mm x 23mm with wall thickness Kg 30.000 50.00 1500.00

9977 Carriage of Steel Door/Window LS 40.370 2.12 85.58

9999 Sundries (95mm long ball type hinges of dia 16mm) LS 55.00 2.12 116.60

Labour for fabrication

103 Blacksmith 2nd class Day 0.17 714.00 121.38

Labour for fixing

Apply steel primer (2.44x1.00 for both sides)=2.44 sqm

13.50.3 Rate as per item no 13.50.3 of SH : Finishing Day 2.44 55.50 135.42 "A"

Total 2478.06 "W"

Add 1 % Water charges on "W-A" % 2342.640 0.01 23.43

Total 2501.49 "X"

Add GST on "X-A" (multiplying factor 0.1405) % 2366.07 0.1405 332.43

Total 2833.92 "Y"

Total 3238.70 "Z"

Cost for 30 Kg. 3269.73

Cost for 1 Kg. 108.99

Constructing brick masonry open surface drain consisting of half

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

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

fine sand) including 10 cm thick bed concrete 1:5:10 (1 cement:

5 fine sand : 10 graded stone aggregate 40 mm nominal size) and

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 1:3 (1 cement : 3 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

Details of cost for 100 Metre long

Code Description Unit Quantity Rate Amount

Cement concrete 1:5:10 (1 cement : ` 5 fine sand : 10 graded Cum 0.63 5660.45 3566.08

stone aggregate 40 mm nominal size)

Rate as per item no 4.1.11 of SH : Concrete Work

Half brick work in bricks of class designation 7.5 in cement Cum 6.00 837.85 5027.10

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

Rate as per item no 6.12.2 of SH : Brick Work

Analysis of Rate for Civil Items Derived from DSR 2021

Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded Cum 0.063 9375.20 590.64

stone aggregate 20 mm nominal size)

Rate as per item no 4.2.3 of SH : Concrete

12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished Sqm 10.20 386.55 3942.81

with floating coat of neat cement

Top: 2x 10.0m x 0.12m = 2.40 sqm

Total= 10.20 sqm

Rate as per item no 13.9.1 of SH : Finishing

Rate as per item no 5.9.2 of SH : RCC

Sundries LS 20.00 2.12 42.40 A

Total 14508.13 "W"

Add for water charges @ 1% on A % 42.400 0.01 0.42

Total 14508.55 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) on % 42.82 0.1405 6.02

Total 14514.57 "Y"

Total 16691.76 "Z"

Cost for 10 Metre 16858.68

Cost for 1 Metre 1685.85

Extra for additional depth for brick masonry open surface drain :

a) 25 cm drain 30 cm depth, with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5

Details of cost for 0.15 Metre extra depth

Description Unit Quantity Rate Amount

Half brick work in bricks of class designation 7.5 in cement Cum 3.00 837.85 2513.55

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

Rate as per item no 6.12.2 of SH : Brick Work

12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished Sqm 3.00 386.55 1159.65

with floating coat of neat cement

Rate as per item no 13.9.1 of SH : Finishing

Sundries LS 5.00 2.12 10.60 A

Total 3683.80 "W"

Add for water charges @ 1% on A % 10.600 0.01 0.11

Total 3683.91 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) on % 10.71 0.1405 1.50

Total 3685.41 "Y"

Total 4238.22 "Z"

Cost for 10 Metre 4280.60

Cost for 1 Metre 428.05

Derived Deduct for providing M-20 grade concrete instead of M-25 grade

from DSR machine batched and machine mixed design mix for reinforced

2021 basic cement concrete work (Note:- Cement content considered in M-

rates 25 and M-20 is @ 330 kg/cum and 300 kg/cum respectively)

(this item is applicable for RCC in grade slab only)

Detail of cost for 1 Cum (Ref.: DAR-I/ item No. 5.34.1/DSR

Description Unit Quantity Rate Amount

Analysis of Rate for Civil Items Derived from DSR 2021

Cement for M-25 mix = 0.330 tonne

Cement for M-20 mix = 0.300 tonne

Difference = 0.030 tonne

367 Portland Cement tonne 0.03 5000.00 150.00

2209 Carriage of Cement tonne 0.03 145.72 4.37

Plasticizer @ 0.50% of the cement

for M-25 mix = 1.65 Kg

for M-20 mix = 1.50 Kg

Difference = 0.15 Kg

7318 Plasticizer / super plasticizer Day 0.60 29.00 17.40

Total 171.77 "W"

Add for water charges @ 1% on "W" % 171.77 0.01 1.72

Total 173.49 "X"

Add GST on "X" (multiplying factor 0.1405) 173.49 0.1405 24.38

Total 197.87 "Y"

Total 227.55 "Z"

Cost for 1.00 Cum 229.83

say Rs. -229.85 "P"

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.

Details of cost for one Cubic Metre

(Derived vide DAR-II 2021 item No. 16.43.2)

Code Description Unit Quantity Rate Amount

Materials: (as per 6.34.2)

9999 Cutting and making joints LS 50.00 2.12 106.00

Total 106.00 "W"

Add for water charges @ 1% % 106.000 0.01 1.06

Total 107.06 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) % 107.06 0.1405 15.04

Total 122.10 "Y"

Total 140.42 "Z"

Cost for 1 Cum 141.82

Analysis of Rate for Civil Items Derived on the basis of Local Available Market Rates

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

size made out of 20 gauge thick stainless steel (304 garde)

including engraved subject matter, message (Hindi/English and /

or bi-lingual), symbols, borders and logo etc. The engraved

letter, borders etc. to be finished with paint etc. of required

colour scheme and the plate to be fixed to wooden/wall surface

with 25mm long stainless steel spacer/stud all complete as per

direction of Engineer-in-charge.

Details of cost for 1 no. plate of size 24" x 4" = 96 square inch

(Ref: as per LMR)

signage viz display/name plate of required size made out of 20 One 96.00 11.00 1056.00

25mm stainless steel

long stainless steel spacer/stud

(304 garde) including engraved square Inch 60.00

Carriage of material & fixing charges LS 5.00 25.00 125.00

sundries (finishing engraved letter wirh paint etc.) LS 5.00 25.00 125.00

Labour for fixing LS 10.00 25.00 250.00

Add for water charges @ 1% on "W" % 1616.00 0.01 16.16 "A"

Add 12% GST applicable on work contract, by reversible 1632.16 0.1405 229.32 "B"

method (multiplying factor 0.1405) 1861.48 "X"= (WC+B)

Analysis of Rate for Civil Items Derived from DSR 2021

Add for contractor's profit & over-heads @ 15% on "X % 1861.48 0.15 279.22 "C"

Cost for 96 square Inch 2140.70 "Y"= (X+C)

Cost for 1 square Inch 22.30 "Z"=(Y+D)

say Rs. 22.00 Sq. inch

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-

a) 35 mm thick including ISI marked Stainless Steel butt hinges

(heavy weight) 100mm x 60mm x 2.5mm with necessary screws.

Details of cost for 2.20 sqm

35 mm thick factory made prelaminated flush door comprises Sqm 2.20 3100.00 6820.00

core of block board construction with machine pressed 1.00mm

thick lamination on both faces of shutter including providing and

fixing 3 to 5 mm thick teak lipping along edges of shutter.

Carriage of door LS 200.00

Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 12817 marked

Carriage of material L.S. 200.00

Stainless steel screws 40 mm 100 Nos. 0.48 220.00 105.60

For fixing shutter and fittings

Carpenter 1st class Day 0.50 750.00 375.00

Sundries LS 75.00

TOTAL 8285.60 W

Add 1 % Water charges on "W" 82.86

TOTAL 8368.46 X

Add GST on "X" (multiplying factor 0.1405) 1176.00

TOTAL 9544.46 Y

Add 15% CPOH on "Y" 1431.67

TOTAL 10976.13 Z

Add Cess @ 1% on "Z" 109.76

Cost for 2.20 Sqm 11085.89

Cost for 1 Sqm 5039.04

Say Rs. 5040.00

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.

Detail of cost for 10.00 Sqm. (Ref.; as per LMR)

Description Unit Quantity Rate Amount

M.S. chicken wire mesh of nominal size 12 mm i/c 5% wastage Sqm 10.50 139.88 1468.74

Carriage of material & fixing charges LS 15.00 2.00 30.00

Sundries (nails, binding wire etc.) LS 10.00 2.00 20.00

Total 1498.74 "W"

Add for water charges @ 1% % 1498.74 0.01 14.99

Total 1513.73 "X"

Add GST (@12%) on "X" (multiplying factor 0.1405) % 1513.73 0.1405 212.68

Total 1726.41 "Y"

Total 1985.37 "Z"

Cost for 10 Sqm 2005.22

Cost for 1 Metre 200.50

Analysis of Rate for Civil Items Derived from DSR 2021

12.20 & Extra for providing and laying pressed clay tiles (as per

11.8 approved pattern 20 mm nominal thickness of approved

(Modified) size with 3mm PVC spacer) on roofs jointed with cement

mortar 1:4 (1 cement : 4 coarse sand) mixed with 2%

integral water proofing compound and finished neat

complete instead of making chequers of approved pattern

(300mm x 300mm square 3mm deep) in waterproofing

item (Rate is over item no. 22.7.1)

Detail of cost for 10 Sqm (Ref.: DAR-II item No. 22.7.1)

Description Unit Quantity Rate Amount

A. Cost of pressed clay tiles 20mm nominal thickness

7266 Pressed clay tiles 20 mm thick 1000 Nos. 0.16 8000.00 1280.00

250 x 250 mm size

2207 Carriage of Brick tiles 1000 Nos. 0.16 262.29 41.97

3.9 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Cum 0.037 4355.20 161.14

Rate as per Item Number 3.9 of

1213 Integral water proofing compound kg 0.01 35.00 0.35

2% by weight of cement

9999 Sundries (3mm PVC tile spacer etc.) LS 100.00 2.12 212.00

123 Mason (brick layer) 1st class Day 0.60 784.00 470.40

Total 3870.42 "W"

Add for water charges @ 1% on "W" % 3870.42 0.01 38.70

Total 3909.12 "X"

Add GST on "X" (multiplying factor 0.1405) 3747.98 0.1405 526.59

Total 4435.71 "Y"

Total 5076.90 "Z"

Cost for 10.00 Sqm 5126.06

Cost for 1.00 Sqm 512.61

say Rs. 512.60 "P"

Cost of making chequers of approved pattern (300mm x 300mm

square 3mm deep)

rate same as per DAR Item No. 11.8

Cost for 1 Sqm Rs. 63.20 "Q"

Hence rate for item analysed "P" - "Q" Rs. 449.40

10.12 (M) 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.

Details of cost

Detail of cost for 1 metre beading for

doors, windows, Ventilators,

composit units and M.S. tubular frame erc.

Description Unit Quantity Rate Amount

1143 Steel beading size 10 x 10 x 1.6 mm (box type) Each 1.00 27.00 27.00

9999 Applying priming coat LS 0.46 2.00 0.92

9999 Fixing charges LS 3.01 2.00 6.02

Add for water charges @ 1% on "W" % 33.94 0.01 0.34 "A"

Analysis of Rate for Civil Items Derived from DSR 2021

Add 12% GST applicable on work contract, by reversible 34.28 0.1405 4.82 "B"

method (multiplying factor 0.1405)

Add for contractor's profit & over-heads @ 15% on "X "C"

Add for Labour Cess @ 1% on "Y" % 44.97 0.01 0.45 "D"

Cost for 1.00 Metre Rs. 45.42 "Z"=(Y+D)

Derived Providing and placing in position 400 micron thick low

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

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

DSR 2021 PVC sheet shall not be less than 100mm wide and shall be

pasted to each other with bitumen @ 1.7 kg/sqm. (Note:

Superfical area of sheet shall be measured for payment)

Details of cost for 10 sqm

3002 400 micron thick low density polyethylen (LDPE) black Sqm 11 45 495

sheet i/c 5% for wastage and 5% for overlap

9999 Sundries (bitume etc.) L.S. 50 2.12 106