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

TOTAL AMOUNT WITH CORRECTION FACTOR (0.973) AS PER OM

Grand Total (DSR+ Non DSR):- 35,02,37,243

GRAND TOTAL (CIVIL WORKS) (In Rs) 26,81,70,618.88 31,77,779.65

GRAND TOTAL (PLUMBING WORKS) (In Rs) 1,25,20,408.66 19,78,075.42

GRAND TOTAL (FIRE FIGHTING WORKS) (In Rs) 11,07,572.30 1,97,564.30

GRAND TOTAL (ELECTRICAL WORKS INTERNAL) (In Rs) 1,09,69,042.00 22,89,652.40

GRAND TOTAL (ELECTRICAL WORKS EXTERNAL) (In Rs) 31,71,799.00 87,10,231.92

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

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

ABSTRACT OF COST

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

1.0 2 Earth Work

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

exceeding 1.5 m in width as well as 10 sqm on plan including getting

out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as

directed by Engineer-in- Charge:

1.02 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m

in width as well as 10 sqm on plan) including getting out and disposal of -

excavated earth lead upto 50m and for all lift as directed by Engineer-in-

1.03 2.7 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m

in width as well as 10 sqm on plan) including getting out and disposal of -

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

Engineer-in-charge.

2.7.3 Hard rock (blasting prohibited) Cum 676.20 1,184.30 8,00,823.66

1.04 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan), including dressing of sides and ramming of

bottoms, l for all ift, including getting out the excavated soil and

disposal of surplus excavated soil as directed within al lead of 50m.

1.05 2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual

means in foundation trenches or drains (not exceeding 1.5m in width or

10 sqm on plan), including dressing of sides and ramming of bottoms,

lift upto 1.5m, including getting out the excavated soil and disposal of

surplus excavated soils as directed within a lead of 50m.

2.9.3 Hard rock (blasting prohibited) Cum 820.20 1,258.60 10,32,297.98

1.06 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead upto

50m and for all lift.

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

royalty) by mechanical transport upto a lead of 5km also including

ramming and watering of the earth in layers not exceeding 20cm in Cum 4,029.75 564.00 22,72,781.26

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

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

watering, ramming, consolidating and dressing complete.

1.09 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth up to 30 cm measured at a height of 1

m above ground level and removal of rubbish upto a distance of 50m

outside the periphery of the area cleared.

1.10 2.36 Extra for levelling & neatly dressing of disposed soil completely as

directed by Engineer-in-charge.

Total of sub-head (1.0) 83,22,526.74

2.0 4 Concrete Work -

2.01 4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth -

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

8 graded stone aggregate 40 mm nominal size derived from natural 15.00 6,326.05 94,890.75

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

sources: 10 graded stone aggregate 40 mm nominal size derived from Cum 756.23 6,050.65 45,75,652.80

natural sources)

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)

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

mm nominal size)

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

ABSTRACT OF COST

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

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 size

DSR 2021 25mm to 65mm in the sunken portion of toilets upto floor five level all Cum 214.00 2,488.20 5,32,474.80

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

2.03 4.2 Providing and laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

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

sunken floor etc., up to floor five level, excluding the cost of centering,

shuttering and finishing:

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

: 4 graded stone aggregate 20 mm nominal size derived from natural Cum 68.00 9,047.30 6,15,216.40

2.04 4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for :

4.3.1 Foundations, footings, bases for columns Sqm 759.83 332.60 2,52,720.15

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 873.00 681.65 5,95,080.45

well rammed and consolidated and grouted with fine sand, including

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

Total of sub-head (2.0) 81,55,297.17

3.0 5 Reinforced Cement Concrete -

3.01 5.9 Centering and shuttering including strutting, propping etc. and removal

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 2,261.50 332.10 7,51,044.15

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 9,944.00 766.55 76,22,573.20

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

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 14,025.50 608.35 85,32,412.93

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 8,138.00 804.25 65,44,986.50

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 315.00 657.70 2,07,175.50

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 26.00 332.10 8,634.60

5.9.16 Edges of slabs and breaks in floors and walls -

5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 1,131.00 821.35 9,28,946.85

3.02 5.11 Extra for additional height in centering, shuttering where ever required

with adequate bracing, propping etc., including cost of de-shuttering and

decentering at all levels, over a height of 3.5 m, for every additional -

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

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 sources).

5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level. -

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 1,38,181.00 89.65 1,23,87,926.65

5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level. -

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5,21,482.00 89.65 4,67,50,861.30

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

ABSTRACT OF COST

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

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

thick cement mortar 1:3 (1 Cement : 3 fine sand).

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

R.C.C. projections.

Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

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

of concrete, to improve durability and workability without impairing

strength; including pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-charge;

for the following grades of concrete. Note: Extra cement up to 10% of

the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than

1.10 times of the specified minimum cement content, the contractor

shall have discretion to either re-design the mix or bear the cost of

5.33.1 All works upto plinth level

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 All works above plinth level upto floor V level.

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

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 259.00 (229.85) (59,531.15)

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

RCC in grade slab only)

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

the specified cement content therein.

3.07 5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm

thick as per design for expansion joints.

3.08 5.44 Providing and fixing of expansion joint system related with floor

location as per drawings and direction of Engineer-In-Charge. The joints

system will be of extruded aluminum base members, self aligning / self

centering arrangement and support plates etc. as per ASTM B221-02.

The system shall be such that it provides floor to floor /floor to wall

expansion control system for various vertical localtion in load -

application areas that accommodates multi directional seismic

movement without stress to it's components. System shall consist of

metal profiles with a universal aluminum base member designed to

accommodate various project conditions and finish floor treatments.

The cover plate shall be designed of width and thickness required to

satisfy projects movement and loading requirements and secured to base

members by utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions. The Self -

centering arrangement shall exhibit circular sphere ends that lock and

slide inside the corresponding aluminum extrusion cavity to allow

freedom of movement and flexure in all directions including vertical

displacement. Provision of Moisture Barrier Membrane in the Joint

System to have watertight joint is mandatory requirement all as per the

manufactures design and as approved by Engineer -in-Charge. (Material

shall confirm to ASTM 6063).

5.44.1 Floor Joint of 100 mm gap Metre 119.00 5,800.15 6,90,217.85

3.09 5.45 Providing and fixing of expansion joint system related with wall joint

(internal/ external) location as per drawings and direction of Engineer-In-

Charge. The joints shall be of extruded aluminum base members, self

aligning / centering arrangement and support plates as per ASTM B221-

02. The material shall be such that it provides an Expansion Joints

System suitable for vertical wall to wall/ wall to corner application, both

new and existing construction in office Buildings & complexes with no -

slipping down tendency amongst the components of the Joint System.

The Joint System shall utilize light weight aluminum profiles exhibiting

minimal exposed aluminum surfaces mechanically snap locking the

multicellular to facilitate movement. (Material shall confirm to ASTM

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

ABSTRACT OF COST

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

3.10 5.46 Providing and fixing of expansion joint system of approved make and

manufactures for various roof locations as per approved drawings and

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

aluminum base members with, self aligning and self centering

arragement support plates asper ASTM B221-02. The system shall be

such that it provides watertight roof to roof/roof to corner joint cover -

expansion control system that is capable of accommodating

multidirectional seismic movement without stress to its components.

System shall consist of metal profile that incorporates a universal

aluminum base member designed to accommodate various project

conditions and roof treatments.

The cover plate shall be designed of width and thickness required to

satisfy movement and loading requirements and secured to base

members by utilizing manufacturer’s preengineered self-centering

arrangement that freely rotates / moves in all directions. The Self

centering arrangement shall exhibit circular sphere ends that lock and

slide inside the corresponding aluminum extrusion cavity to allow

freedom of movement and flexure in all directions including vertical -

displacement. The Joint System shall resists damage or deterioration

from the impact of falling ice, exposure to UV, airborne contaminants

and occasional foot traffic from maintenance personnel. Provision of

Moisture Barrier Membrane in the Joint System to have water tight joint

is mandatory requirement. (Material shall confirm to ASTM 6063).

5.46.1 Roof Joint of 100 mm gap Metre 87.00 5,424.20 4,71,905.40

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

frame of required shape and approved quality

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

4.0 6 Masonry Work -

4.01 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 294.00 6,658.25 19,57,525.50

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

(Modified) class designation 10 average compressive strength in foundation and

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

4.02 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor V -

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 437.00 8,288.40 36,22,030.80

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 238.97 8,890.80 21,24,666.44

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).

4.05 6.13 Half brick masonry with common burnt clay F.P.S. (non modular)

of class designation 7.5 in superstructure above plinth level up to -

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 1,152.60 1,018.05 11,73,404.43

4.06 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at

every third course of half brick masonry.

5.0 Stone Work

5.01 7.1 Random rubble masonry with hard stone in foundation and plinth

including levelling up with cement concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone aggregate 20 mm nominal size) upto

plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 98.00 6,653.45 6,52,038.10

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

ABSTRACT OF COST

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

5.02 7.2 Random rubble masonry with hard stone in superstructure above

plinth level and upto floor five level, including leveling up with

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

aggregate 20 mm nominal size) at sindow sills, ceiling level and the

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 10.00 8,275.70 82,757.00

Total of sub-head (5.0) 7,34,795.10

6.0 8 Cladding Work -

6.01 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size,

approved shade, colour and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including rubbing,

curing, moulding and polishing to edges to give high gloss finish etc.

complete at all levels.

8.2.2 Granite of any colour and shade -

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

basic item, in facia and drops of width upto 150 mm with epoxy resin Metre 213.00 475.55 1,01,292.15

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 71.00 808.15 57,378.65

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

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

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

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

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

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

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

pointing in white cement mixed with pigment of matching shade

7.0 9 Wood Work & PVC Work -

7.01 9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary

float glass panes 4 mm thick in doors, windows and clerestory window

shutters. (Area of opening for glass panes excluding portion inside

rebate shall be measured).

7.02 9.21 Providing and fixing ISI marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board construction with

frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on both

faces of shutters:

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

necessary screws

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

minimum depth on all edges of flush door shutters (over all area of door Sqm 488.75 401.40 1,96,184.25

shutter to be measured).

7.04 9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to

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

plated brackets :

7.06 9.48 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including -

priming coat with approved steel primer all complete

9.48.1 Fixed to steel windows by welding kg 17,499.00 181.00 31,67,319.00

7.07 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of

flush doors (cost of glass excluded) (overall area of door shutter to be -

9.24.1 Rectangular or square Sqm 286.00 173.95 49,749.70

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

hinges bright finished with necessary screws etc. complete :

7.09 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868), transparent

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

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

ABSTRACT OF COST

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

7.10 9.68 Providing and fixing oxidised M.S. casement stays (straight peg type)

with necessary screws etc. complete.

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

7.11 9.84 Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISI, IS : 3564,

embossed on the body, door weight upto 36 kg to 80 kg and door width Each 59.00 856.30 50,521.70

from 701 mm to 1000 mm), with double speed adjustment with

necessary accessories and screws etc. complete.

7.12 9.85 Providing and fixing bright finished brass casement window fastener

with necessary screws etc. complete.

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

(anodic coating not less than grade AC 10 as per IS : 1868 ) transparent

or dyed to required colour or shade, with necessary screws etc. complete

7.14 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic

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

to required colour or shade, with necessary screws etc. complete :

7.15 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked,

anodised (anodic coating not less than grade AC 10 as per IS : 1868)

transparent or dyed to required colour and shade, with necessary screws

9.101.2 Twin rubber stopper Each 305.00 62.25 18,986.25

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

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

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

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

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

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

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

switch boards etc., including providing with two coats of approved steel

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

8.0 10 Steel Work -

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

trusses and framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete.

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

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

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

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

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

Providing and fixing 1mm thick M.S. sheet door with frame

of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at

the junctions and corners, all necessary fittings complete,

including applying a priming coat of approved steel primer.

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

8.02 10.6 Supplying and fixing rolling shutters of approved make, made of

required size M.S. laths, interlocked together through their entire length

and jointed together at the end by end locks, mounted on specially

designed pipe shaft with brackets, side guides and arrangements for

inside and outside locking with push and pull operation complete,

including the cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate strength

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

for rolling shutters.

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

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

8.04 10.8 Extra for providing mechanical device chain and crank operation for

operating rolling shutters

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

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

ABSTRACT OF COST

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

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

windows and ventilators side /top /centre hung, with Z / T and like

tubular profile of required size, made of 1.60mm thick M.S. sheet,

joints mitred and flash butt welded, including providing and fixing

95mm long ball type hinges of diameter 16mm, including priming coat

of approved steel primer, but excluding the cost of other fittings, all kg 14,623.56 109.00 15,93,967.50

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.

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

joints mitred and welded, including fixing of necessary butt hinges and

screws and applying a priming coat of approved steel primer.

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

block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded kg 10,618.00 114.65 12,17,353.70

stone aggregate 20 mm nominal size).

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

ventilators and cupboard with rectangular/ L-Type sections, made

of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish,

with profiles of required size, including fixing of necessary butt

hinges and screws and applying a priming coat of approved

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 27,682.25 146.55 40,56,833.74

stone aggregate 20 mm nominal size).

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

etc.) trusses etc., including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer, including welding and -

bolted with special shaped washers etc. complete.

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

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

hoisting, fixing in position and applying a priming coat of approved steel -

primer using structural steel etc. as required.

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

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

use of chequered plate wherever required, all complete

8.11 10.26 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works, -

including applying priming coat of approved steel primer.

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

tubes, channels, plates etc., including welding, grinding, buffing,

polishing and making curvature (wherever required) and fitting the same

with necessary stainless steel nuts and bolts complete, i/c fixing the

railing with necessary accessories & stainless steel dash fasteners ,

stainless steel bolts etc., of required size, on the top of the floor or the

side of waist slab with suitable arrangement as per approval of Engineer-

incharge, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts,

fasteners etc.).

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

& doors with M.S. Flat 15x3 mm and nuts & bolts complete. -

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

aperture on both sides

8.14 10.30 Providing & fixing glass panes with putty and glazing clips in steel

doors, windows, clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) Sqm 1,197.50 940.30 11,26,009.25

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

9.0 11 Flooring -

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

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc. complete.

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

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

ABSTRACT OF COST

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

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

under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) and top layer

12mm thick cement hardener consisting of mix 1:2 (1 cement hardener

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

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

manufacture’s specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

11.8 Extra for making chequers of approved pattern on cement concrete

floors, steps, landing, pavements etc.

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

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

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

marble approved by Engineer-in-charge, over 20 mm (average) thick

base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed

with grey cement slurry, including rubbing and polishing complete with :

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

11.23.5 Udaipur green marble Sqm - -

9.05 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade

of the slab, including rubbing and polishing complete with base of

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

9.06 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars

laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match Sqm 767.00 2,038.55 15,63,567.85

the shade of the slabs, including rubbing and polishing complete.

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

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

300x300 mm or more (thickness to be specified by the manufacturer), of

1st quality conforming to IS : 15622, of approved make, in all colours,

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

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

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

cement and matching pigments etc., complete.

9.09 11.41 Providing and laying full body (Homogeneous) Vitrified floor tiles in

different sizes (thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of approved

make, in all colours and shades, laid on 20mm thick cement mortar 1:4

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

3.3kg/sqm including grouting the joints with white cement and matching

pigments etc., complete.

9.10 11.46 Providing and laying full body (Homogeneous) Vitrified tiles in

different sizes (thickness to be specified by manufacturer), with water

absorption less than 0.08 % and conforming to I.S. 15622, of approved

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

thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with

grey cement slurry @ 3.3kg/sqm including grouting the joint with white

cement & matching pigments etc. complete.

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

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

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

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

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

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

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

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

& patterns including grouting the joints with white cement mixed with

matching pigments etc. complete as per direction of Engineerin-Charge.

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

ABSTRACT OF COST

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

9.13 16.90 Providing and laying tactile tile (for vision impaired persons as per

standards) of size 300x300x9.8mm having with water absorption less

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

and shades in for outdoor floors such as footpath, court yard, multi

modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 Sqm 39.00 1,719.00 67,041.00

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.

10.0 12 Roofing -

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

sand : 4 stone aggregate 10 mm and down gauge), including finishing

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

12.21.1 In 75x75 mm deep chase Metre 20.00 260.20 5,204.00

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

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

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

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse Each 101.00 266.60 26,926.60

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

finishing the outlet complete.

10.03 12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet

roofing up to any pitch, including fixing with polymer coated 'J' or 'L'

hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but

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

manufactured out of 2400 TEX panel rovigs incorporating minimum

0.3% ultra-violet stabiliser in resin system under approximately 2400 psi

and hot cured. They shall be of uniform pigmentation and thickness

without air pockets and shall conform to IS 10192 and IS 12866.The

sheets shall be opaque or translucent, clear or pigmented, textured or

smooth as specified.

12.47.2 2 mm thick flat Sqm - -

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 391.00 671.55 2,62,576.05

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

fixed using self drilling /self tapping screws of size (5.5x 55 mm) with

EPDM seal, complete upto any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters and trusses and including

cutting to size and shape wherever required.

10.05 12.51 Providing and fixing precoated galvanised steel sheet roofing

accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120

grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns

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

using self drilling/ self tapping screws complete :

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

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

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

Total of sub-head (10.0) 3,34,041.25

11.0 13 Finishing -

11.01 13.4 12 mm cement plaster of mix -

11.02 13.5 15 mm cement plaster on rough side of single or half brick wall of mix:

11.03 13.16 6 mm cement plaster of mix -

11.04 13.18 Neat cement punning Sqm 141.00 67.80 9,559.80

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 10,744.00 442.75 47,56,906.00

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 cement 420.00 18.50 7,770.00

used in the mix

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

plastered surface to prepare the surface even and smooth complete.

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

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

ABSTRACT OF COST

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

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

13.37.1 New work (three or more coats) Sqm 390.00 32.45 12,655.50

11.10 13.41 Distempering wath 'lst quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer, of

required shade and colour all -

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

priming coat with cement primer having VOC content less than 50

11.11 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade:

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

including priming coat of exterior primer applied @ 0.90 kg/10 sqm)

11.12 13.50 Applying priming coat: -

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

and manufacture on steel galvanised iron/ steel works

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

and applied as per manufacturer’s specifications including appropriate

priming coat, preparation of surface, etc. complete.

11.14 13.61 Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade :

13.61.1 Two or more coats on new work Sqm 4,318.00 131.45 5,67,601.10

11.15 13.80 Providing and applying white cement based putty of average thickness 1

mm, of approved brand and manufacturer, over the plastered wall

surface to prepare the surface even and smooth complete.

12.0 21 Aluminium Work -

12.01 21.1 Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular

sections/appropriate Z sections and other sections of approved make

conforming to IS: 733 and IS: 1285, fixing with dash fasteners of

required dia and size, including necessary filling up the gaps at

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

rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust -

free,straight, mitred and jointed mechanically wherever required

including cleat angle, Aluminium snap beading for glazing / paneling,

C.P. brass / stainless steel screws, all complete as per architectural

drawings and the directions of Engineer-in-charge. (Glazing, paneling

and dash fasteners to be paid for separately) :

21.1.1 For Fixed Portion -

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50

12.02 21.1.2 For shutters of doors, windows & ventilators including providing and

fixing hinges/ pivots and making provision for fixing of fittings wherever

required including the cost of EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50

12.03 21.3 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of -

Engineer-in-charge . (Cost of aluminium snap beading shall be paid in

21.3.1 With float glass panes of 4.00 mm thickness Sqm - -

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

less than 12.50 kg/ sqm)

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

less than 20 kg/ sqm)

12.04 21.4 Providing and fixing double action hydraulic floor spring of approved

brand and manufacture conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring mechanism and door

weight upto 125 kg, for doors, including cost of cutting floors,

embedding in floors as required and making good the same matching to

the existing floor finishing and cover plates with brass pivot and single

piece M.S. sheet outer box with slide plate etc. complete as per the

direction of Engineer-in-charge.

21.4.1 With stainless steel cover plate minimum 1.25 mm

12.05 21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers

without pair of handles (best make of approved quality) for aluminium

doors including necessary cutting and making good etc. complete.

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

ABSTRACT OF COST

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

21.16 Providing and fixing aluminium round shape handle of outer dia 100

mm with SS screws etc. complete as per direction of Engineer-incharge -

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

13.0 22 Water Proofing -

13.01 22.3 Providing and laying water proofing treatment to vertical and horizontal

surfaces of depressed portions of W.C., kitchen and the like consisting

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

proofing compound conforming to IS 2645 in recommended proportions

including rounding off junction of vertical and horizontal surface.

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

mixed with water proofing compound in recommended proportion

including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at

1.7 kg. per sqm of area.

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

PVC sheet should be 100 mm wide and pasted to each other with Sqm 1,093.00 669.05 7,31,271.65

bitumen @ 1.7 kg/sqm).

13.02 22.4 Providing and Placing in position suitable PVC water stops conforming

to IS:12200 for construction/ expansion joints between two RCC

members and fixed to the reinforcement with binding wire before

pouring concrete etc. complete :

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

13.03 22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: -

a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining -

walls upto 300 mm height including cleaning the surface before

b) Laying brick bats with mortar using broken bricks/brick bats 25 mm

to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water -

proofing compound conforming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the adjoining walls

upto 300 mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineerin-charge.

d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineerin-charge

including laying glass fibre cloth of approved quality in top layer of -

plaster and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3 mm deep.

e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test.“All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge :

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

13.04 22.23 Providing and applying integral crystalline slurry of hydrophilic in

nature for waterproofing treatment to the RCC structures like retaining

walls of the basement, water tanks, roof slabs, podiums, reservior,

sewage & water treatment plant, tunnels / subway and bridge deck etc.,

prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry

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

slurry : 1 part water) for horizontal surfaces and applying the same from

negative (internal) side with the help of synthetic fiber brush. The

material shall meet the requirements as specified in ACI-212-3R-2010 - -

i.e by reducing permeability of concrete by more than 90% compared

with control concrete as per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The crystalline slurry shall be

capable of self-healing of cracks up to a width of 0.50mm. The work

shall be carried out all complete as per specification and the direction of

the engineer-in-charge. The product performance shall carry guarantee

for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 675.00 406.25 2,74,218.75

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 346.00 311.50 1,07,779.00

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

ABSTRACT OF COST

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

14.0 16 Road Work -

14.01 16.1 Preparation and consolidation of sub grade with power road roller of 8

to 12 tonne capacity after excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating with road roller including Sqm 11,309.00 180.50 20,41,274.50

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

disposal of surplus earth with all lead and lift.

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

excavation, refilling and disposal of surplus earth lead upto 50 metres. mtr 1,112.00 179.50 1,99,604.00

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

rolling complete including preparation of the surface and rolling. sqm 1,700.00 21.80 37,060.00

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 375.00 141.80 53,175.00

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

16.46 Providing and filling in position rubberized bitumen hot sealing

compound for sealing of expansion joints in roads / pavements all

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

16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. Sqm 3,469.00 7.50 26,017.50

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 G.I. Metre 872.00 303.65 2,64,782.80

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

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

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

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

blocks shall be paid separately)

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

bottom to be split and bent at right angle in opposite direction for 10 cm kg 2,654.00 99.95 2,65,267.30

length and drilling holes upto 10 mm dia. etc. complete.

14.08 16.62 Providing and applying 2.5 mm thick road marking strips (retro-

reflective) of specified shade/ colour using hot thermoplastic material by

fully/ semi automatic thermoplastic paint applicator machine fitted with

profile shoe, glass beads dispenser, propane tank heater and profile shoe

heater, driven by experienced operator on road surface including cost of Sqm 176.00 623.80 1,09,788.80

material, labour, T&P, cleaning the road surface of all dirt, seals, oil,

grease and foreign material etc. complete as per direction of Engineer-in-

charge and accordance with applicable specifications.

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

soil, then returning the soil as deported in layers not exceeding 20 cm in

depth, including consolidating and deposited layer by ramming watering

etc., disposing of surplus excavated soil as directed with in a lead of 50

mm and lift upto 1.5 m.

16.66.1 All kind of soil each 16.00 26.45 423.20

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

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

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

in required colour and pattern over and including 50mm thick Sqm 725.00 951.00 6,89,475.00

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 77.00 8,613.55 6,63,243.35

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-

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

ABSTRACT OF COST

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

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

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

and finished with screed board vibrator , vacuum dewatering process

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

as per specifications and directions of Engineer-in-charge. (The panel Cum 375.00 8,964.00 33,61,500.00

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.

14.14 16.3 Supplying and stacking at site. -

16.3.2 63 mm to 45 mm size stone aggregate Cum 354.00 1,624.50 5,75,073.00

14.15 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 354.00 1,837.25 6,50,386.50

14.18 16.4 Laying, spreading and compacting stone aggregate of specified sizes to

WBM specifications in uniform thickness, hand picking, rolling with 3

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

grade and camber, applying and brooming requisite type of screening /

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

compacting to the required density .

15.00 Non-Schedule Items - Civil -

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

out of 20 gauge thick stainless steel (304 garde) including engraved

subject matter, message (Hindi/English and / or bi-lingual), symbols,

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

with paint etc. of required colour scheme and the plate to be fixed to

wooden/wall surface with 25mm long stainless steel spacer/stud all

complete as per direction of Engineer-in-charge.

15.02 MR 2 Graffiti painting on wall as approved logo of Eklavya (EMRS) by high Sqm 48

gloss acrylic colour before making logo, prepare the surface clean, fill

POP in voids, apply 1mm white birla putty and primer including 790.18 37,928.64

material, labour and T&P etc. all complete under instruction of Engineer-

15.02 MR 3 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 Sqm 514.88 5,310.00 27,33,986.25

including providing and fixing 3 to 5 mm thick teak lipping along edges

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

a) 35 mm thick including ISI marked Stainless Steel butt hinges (heavy

weight) 100mm x 60mm x 2.5mm with necessary screws.

15.03 MR 4 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 Sqm 565.00 211.24 1,19,350.60

material viz RCC and brick work etc.all complete.

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

necessary screws etc. complete. (copper oxidized as per IS: 1378) each 2,596.00 35.29 91,612.84

a) 100 mm weighing not less than 100 gms

MR 7 Supplying, making & fixing of Eklavya Archery logo made of 18mm

thick WPC BOARD as per image on front wall of school building left &

right side inclding all fixtures and two coats of painting etc all complete set 1.00 82,321.86 82,321.86

as per the direction of Engineer in charge. a) of outer dimension 5.5 mtr

height & 3.5 mtr width

MR 8 Supplying, making & fixing of Eklavya Archery logo made of 18mm

thick WPC BOARD as per image on front wall of main gate inclding

all fixtures and two coats of painting etc all complete as per the set 1.00 25,654.46 25,654.46

direction of Engineer in charge. a) of outer dimension 3 m height & 1.5

Total of sub-head (15.0) (Non DSR) 30,16,204.50 31,77,779.65

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

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

ABSTRACT OF COST

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

16.01 8.10 Providing & fixing stone slab table rubbed, edges rounded and polished

of size 75 X 50 cm deep and 1.8 cm thick fixed in urinal patitions by

cutting a chase of appropriate width with chase cutter and embedding

the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1

cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as

per Engineer-in-charge and finished smooth

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

16.02 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per

IS: 13983 with CI brackets and stainless steel waste with plug 40mm

including painting of fittings and brackets, cutting and making good the

walls wherever required.

17.10.2 Sink without drain board - -

16.03 17.11 Providing and fixing white vitreous china laboratory sink with C.I.

brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and

40mm C.P. brass trap with necessary C.P. brass unions complete, -

including painting of fittings and brackets, cutting and making good the

wall wherever required :

16.04 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

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

fixtures complete, including cutting and making good the walls and

floors wherever required :

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

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

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

conforming to IS standards and weighing not less than 810 gms. - -

16.10 18.54 Providing and fixing PTMT bib cock of approved quality and colour.

18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms Each - -

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

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

and of approved make conforming to IS:8931.

18.52.1 15 mm nominal bore (For Shower) Each 136.00 594.75 80,886.00

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

of approved quality conforming to IS:8931

18.53.1 15 mm nominal bore (For Shower) Each 446.00 500.35 2,23,156.10

16.13 18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore,

weighing not less than 85 gms

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

pillar taps, 32 mm C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and making good the walls

wherever require:

17.7.4 White Vitreous China Flat back wash basin size 550x

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

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

cock, 32 mm PTMT waste coupling of standard pattern, including

painting of fittings and brackets, cutting and making good the walls Each - -

wherever required. White Vitreous China Flat back wash basin size

550x400 mm with single 15 mm PTMT pillar cock

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

17.28.2 Flexible Pipe - -

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

ABSTRACT OF COST

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

16.17 17.34 Providing and fixing toilet paper holder : - -

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

16.19 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan )

with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with manually controlled device

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

including cutting and making good the walls and floors wherever

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

with integral type foot rests

16.20 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,

breadth 102mm, height of 75mm with concealed fitting arrangements, Each 329.00 96.75 31,830.75

weighing not less than 106 gms.

16.21 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125

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

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

weighing not less than 105 gms.

16.22 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fittings arrangement - -

of approved quality and colour.

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

effective height of 88 mm, weighing not less than 190 gms.

16.23 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore,

weighing not less than 40 gms

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

approved quality and colour.

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

weighing not less than 45 gms

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

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

Sanitary Installations work (Non-Scheduled Items) -

16.24 MR 09 Providing and fixing U-shaped stainless steel grab bar (for differntly

abled person) of size 600mm wall mounted, movable (horizontally and

vertically) with necessary dash fastener etc. all complete. (Basic rate of

material shall not be less than Rs.3900 each)

16.25 MR 10 Providing and fixing white vitreous china oval shape wash basin

(counter top) of size 560x400mm with C.I. brackets/rag bolt of required

size, 32 mm C. P. brass waste coupling of standard pattern, including

painting of fittings and brackets, cutting and making good the walls

wherever require complete as per direction of Engineer in Charge

16.26 MR 11 Providing and fixing 600 x 450 mm beveled edge mirror of superior

glass (of approved quality) fixed with stainless steel studs, complete

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

making good the walls.

16.27 MR 12 Providing & fixing stainless steel robe plate/pegs (hook) having three

pegs (hook) in one strip (weight shall not be less than 120 grams) of Each 246.00 296.05 72,828.30

superior quality with necessary scres etc. complete.

16.28 MR 13 Providing and fixing C.P. brass swan neck foam flow pillar cock of

approved quality and conforming to IS standards. a) 15mm nominal bore Each 30.00 889.43 26,682.90

16.29 MR 14 Providing and fixing C.P. brass long body nozzle bib cock (two way) of

approved quality conforming to IS standards and weighing not less than

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

MR 15 Providing & fixing stainless steel butterfly robe pegs (hook) having three

hooks of superior quality with necessary scres etc. complete.

Total of sub-head (16.0) (DSR) 23,03,772.06

Total of sub-head (16.0) (Non DSR) 4,89,803.27

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

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

18.58.1 Circular type -

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

ABSTRACT OF COST

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

18.58.1.2 125 mm nominal dia with 25mm waste hole. Each 285.00 45.25 12,896.25

17.02 12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain water

pipes conforming to IS:13592 Type A included jointing with seal ring

conforning to IS:5382 leaving 10 mm gap for thermal expansion.

(i)Single socketed pipes.

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

/accessories for unplasticised - Rigid PVC rain water pipes conforming

to IS ; 13592 Type A including jointing with seal ring conforming to IS ;

5382 leaving 10 mm gap for thermal expansion.

12.42.1.2 Coupler -110 mm diameter Each 166.00 119.95 19,911.70

12.43 Providing and fixing unplasticised -PVC pipe clips of approved design

to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard

wood plugs, screwed with M.S. screws of required length, including

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

sand) and making good the wall etc. complete.

17.04 MR 17 Providing, fixing, jointing and testing in position of ISI marked UV

stabilized uPVC pipes for soil, waste, and vent, Type-B as per IS :

13592 suitable for rubber ring joints, including all neccessary specials

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

without doors), reducers, WC connectors, couplers, expansion joints /

bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/

ceiling/ floor level supported by clamp & hangers etc. in concealed /

inside duct / under floor & basement ceiling / external work etc.

including chase cutting as required, excavation and back filling in all

kind of soils, suspended from floor under false ceiling or embedding the

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

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

nominal size) including cost of shuttering for proper completion of the

work, breaking and making good the walls and floors etc. after pipes

have been duly laid and tested. The rubber ring shall confirm to IS:5382.

The Pipes will be supported with threaded G I rods & U clamps with

nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all

support arrangements. The work includes commissioning of all pipes

a) 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) Metre 2,234.00 564.71 11,97,424.00

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

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

jointing with solvent and embedding in cement concrete all complete.

a) 110 mm inlet & 110 mm outlet Each 211.00 237.05 47,475.00

17.06 MR 19 Providing and fixing uPVC inlet fitting (Hopper) maximum with 2 or 3

inlets of 40 to 63 mm OD size fabricated from 110 OD uPVC pipe fixed

to uPVC trap jointing with solvent cement joint and set in a cement Each 197.00 352.42 65,896.50

concrete 1:2:4 mix complete including cost of cutting and making good

the walls and floors wherever required.

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

including all fitting and accessories fixed in cement mortar complete in

17.08 MR 21 Providing and fixing of uPVC Waste pipes 6 kg/cm2 (IS: 4985:2000)

including with all fittings e.g. couplings, tees, bends, reducers and

screwed adoptors jointing with solvent cement as per Manufacturer's

specifications complete including cutting holes or chases in wall and

making good the same wherever required. (Waste pipe from fixtures).

17.09 MR 22 Providing and fixing uPVC cleanout plug conforming to IS:14735 –

1999 complete with all fitting, accessories etc. complete.

Total of sub-head (17.0) (DSR) 4,32,276.80

Total of sub-head (17.0) (Non DSR) 14,14,526.65

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

18.01 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes

having thermal stability for hot and cold water supply including all

CPVC plain and brass threaded fittings including fixing the pipe with

clamps at 1.00 m spacing. this includes jointing of pipes and fittings

with one step CPVC solvent cement and testing of joints complete as per

direction of engineer in charge.

Internal work -Exposed on Wall -

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

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

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

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

ABSTRACT OF COST

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

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

18.02 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes

having the thermal stability for hot and cold water supply including all

CPVC plain and brass threaded fittings including fixing the pipe with

clamps at 1.00 m spacing. this includes jointing of pipes and fittings -

with one step CPVC solvent cement and the cost of cutting chases and

making good the wall same including testing of joints complete as per

the direction of engineer incharge

Concealed work including cutting chases and making good the wall etc.

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

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

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

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

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

including cutting and making good the walls etc. (internal work)

Internal work - Exposed on wall -

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

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

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

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

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

18.04 18.38 Painting with synPainting G.I. pipes and fittings with synthetic enamel

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

quality for new work

18.38.2 20 mm dia, nominal bore Metre 30.00 19.65 589.50

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

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

18.38.5 40 mm dia, nominal bore Metre 10.00 36.05 360.50

18.38.6 50 mm dia, nominal bore Metre 10.00 43.05 430.50

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

quality (screwed ends)

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

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

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

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

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

jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

(Astral/Prince/Prakash make or equivalent)

15 mm dia nominal bore Each 10.00 238.63 2,265.00

20 mm dia nominal bore Each 50.00 289.36 13,732.50

25 mm dia nominal bore Each 80.00 395.77 30,052.00

32 mm dia nominal bore Each 60.00 486.33 27,696.00

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

Total of sub-head (18.0) (Non DSR) 73,745.50

19.0 EXTERNAL SEWERAGE SYSTEM -

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

excavation for sockets, and dressing of sides, by mechanical/manual

means ramming of bottoms, for all depth, including getting out the

excavated soil, and then returning the soil as required, in layers not

exceeding 20 cm in depth, including consolidating each deposited layer

by ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soils

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

exceeding 300 mm dia

19.02 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine - -

sand) including testing of joints etc. complete :

19.03 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.

pipes including bed concrete as per standard design :

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

10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes - -

including bed concrete as per standard design :

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

ABSTRACT OF COST

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

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

19.05 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement :

4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5

coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8

graded stone aggregate 40 mm nominalsize), inside plastering 12 mm

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

floating coat of neat cement andmaking channels in cement concrete

1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm

nominal size) finished witha floating coat of neat cement complete as

per standard design :

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

(light duty) 455x610 mm internal dimensions, total weight of cover and

frame to be not less than 38 kg (weight of cover 23 kg and weight of -

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

designation 7.5

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

(medium duty) 500 mm internal diameter, total weight of cover and

frame to be not less than 116 kg (weight of cover 58 kg and weight of

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

bricks of class designation 7.5

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

19.8.1 Size 90 X 80 cm

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

designation 7.5

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

designation 7.5

19.07 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at

bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse

sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1

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

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone -

aggregate 40 mm nominal size), and making necessary channel in

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

aggregate 20 mm nominal size) finished with a floating coat of neat

cement, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

designation) 560 mm internal diameter conforming to I.S. 12592, total

weight of cover and frame to be not less than 182 kg., fixed in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 -

mm nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12mm thick cement plaster at the external

surface shall be paid for separately) :

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

designation 7.5

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

beyond 0.91 m to 1.67 m

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

designation 7.5

19.09 19.11 Constructing brick masonry circular manhole 1.22 m internal dia at

bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse

sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size) and making necessary channel in

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

graded stone aggregate 20 mm nominal size) finished with a floating

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

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade

designation) 560 mm internal diameter conforming to I.S. 12592, total

weight of cover and frame to be not less than 182 kg. fixed in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at the external

surface shall be paid for separately) :

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

bricks of class designation 7.5

19.10 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)

beyond 1.68 m to 2.29 m :

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

class designation 7.5

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

ABSTRACT OF COST

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

19.11 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS

: 1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

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

frame of required shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia each 5.00 1,882.20 9,411.00

19.13 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1complete

with C.I. grating brick masonry chamber with water tight C.I. cover with

frame of 300 x300 mm size (inside) the weight of cover to be not less - -

than 4.50 kg and frame to be not less than 2.70kg as per standard design:

19.4.3.1 180x150 mm size P type With FPS bricks each 70.00 2,517.95 1,76,256.50

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 each 3.00 683.70 2,051.10

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

cement and making necessary channels for the drain etc. complete for

pipes 100 to 230mm dia.

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

19.32 brick honey comb shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per standard design.

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

class designation 7.5

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

S.W. drain pipe 100 mm diameter and 1.20 m long complete as per Each 1.00 2,822.15 2,822.15

standard design.

Total of sub-head (19.0) (DSR) 37,72,718.65

20.0 External Storm Water Drainage System

20.01 2.10 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, for

all depth, including getting out the excavated soil, and then returning the

soil as required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50m:

2.10.1 All kinds of soil

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

exceeding 300 mm dia

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

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

excavation for sockets, depth upto 1.5 m, including getting out the

excavated materials, returning the soil as required in layers not

exceeding 20 cm in depth, including consolidating each deposited layers

by ramming, watering etc., stacking serviceable material for

measurements and disposal of unserviceable material as directed, within

a lead of 50 m :

2.13.1 Ordinary rock

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

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

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

with collars jointed with stiff mixture of cement mortar in the proportion

of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.

(for storm drainage)

20.04 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.

pipes including bed concrete as per standard design :

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

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

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

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

ABSTRACT OF COST

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

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

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

10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes

including bed concrete as per standard design :

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

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

20.06 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450 mm pre-cast R.C.C. horizontal grating with frame complete as

per standard design :

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

class designation 7.5

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

frame of required shape and approved quality

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

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

weight not less than 7.75 Kg per sqm to window frames etc. including

62x19 mm beading of second class teak wood and priming coat with

approved steel primer all complete.

20.09 12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain water

pipes conforming to IS:13592 Tyape A included jointing with seal ring

conforning to IS:5382 leaving 10 mm gap for thermal expansion.

(i)Single socketed pipes.

20.10 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS:2800(Part I ), including collecting

sample from different strata , preparing and submitting strata chart/ bore

log, including hire & running charges of all equipments, tools, plants & -

machineries required for the job, all complete as per direction of

Engineer-in-charge, upto 90m depth below ground level.

23.1.1 All types of Soil -

20.11 23.3 Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC. medium well casing (CM) pipe of required dia,

conforming to IS: 12818, including required hire & labour charges, -

fittings & accessories, all complete, for all depths, as per direction of

Engineer-in-charge.

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

20.12 23.4 Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC. medium well screen(RMS) pipes with ribs,

conforming to IS: 12818, including required hire & labour charges, -

fittings & accessories, all complete, for all depths, as per direction of

Engineer-in-charge.

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

20.13 23.5 Supplying, filling, spreading & levelling stone boulders of size range

5cm to 20cm, in recharge pit, in the required thickness, for all leads & cum 4.00 1,302.30 5,209.20

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-

20.17 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tube well as per IS:2800 (part I).

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

DSR 2021 designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including

10 cm thick bed concrete 1:5:10 (1 cement: 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and 25 mm thick cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm -

nominal size) for filling haunches including 12 mm cement plaster 1:4

(1 cement : 4 coarse sand) with a floating coat of neat cement inside the

drain, its top and exposed side including disposal of surplus earth

complete as per standard design:

a) 25 cm drain 30 cm average depth, With F.P.S. bricks each 600.00 1,685.85 10,11,510.00

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

ABSTRACT OF COST

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

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

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

21 EXTERNAL WATER SUPPLY SYSTEM AND PUMPS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

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

,trenching and refilling etc.

18.12.3 25mm nominal bore Metre 80.00 417.95 33,436.00

18.12.5 40mm nominal bore Metre 130.00 558.35 72,585.50

18.12.6 50mm nominal bore Metre 70.00 654.20 45,794.00

18.12.7 65mm nominal bore Metre 45.00 768.60 34,587.00

18.12.8 80mm nominal bore Metre 25.00 919.10 22,977.50

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

paint of approved quality

18.40.3 25 mm dia, nominal bore Metre 80.00 15.25 1,220.00

18.40.4 32 mm dia, nominal bore Metre 290.00 18.40 5,336.00

18.40.5 40 mm dia, nominal bore Metre 130.00 20.95 2,723.50

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 45.00 31.30 1,408.50

18.40.8 80mm nominal bore Metre 25.00 36.40 910.00

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

quality (screwed end) :

external works -

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

18.17.4 50mm nominal bore Each 3.00 707.30 2,121.90

21.04 Providing and filling sand of grading zone V or coarser grade all-round

the G.I. pipes in external work.

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

with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers -

etc if required will be paid separately) :

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

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

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

with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2

corase sand: 4 graded stonr aggregate 20mm nominal size) necessary

excavation foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded

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

mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a

floating coat of neat cement complete as per standard design.

21.06 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180

mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1

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

i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine

sand : 10 graded stone aggregate 40 mm nominal size) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm

thick, finished with a floating coat of neat cement complete as per

standard design :

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

class designation 7.5

21.07 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100 mm top diameter, 160 mm bottom diameter and 180

mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1

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

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

sand : 10 graded stone aggregate 40 mm nominal size ) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm

thick, finished with a floating coat of neat cement complete as per

standard design :

18.34.1 With common burnt clay F.

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

designation 7.5

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

ABSTRACT OF COST

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

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

following sizes by providing and fixing tee, including cutting and

threading the pipe etc. complete :

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

2022/ 16.11.1 & O - ring & PN 16 pressure rating as specified.

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

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

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

2022 / 14.13 GI fittings including cutting hole chase painted with primer, two coats of -

enamel paints etc

Total of sub-head (21.0) (DSR) 7,11,335.40

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

22.01 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata chart/ bore

log, including hire & running charges of all equipments, tools, plants &

machineries required for the job, all complete as per direction of

Engineer -in-charge, upto 90 metre depth below ground level.

23.1.1 All types of soil

23.1.2 Rocky strata including Boulders -

23.3 Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC medium well casing (CM) pipe of required dia,

conforming to IS: 12818, including required hire and labour charges, Meter

fittings & accessories etc. all complete, for all depths, as per direction of

Engineer -in-charge.

22.02 23.4 Supplying, assembling, lowering and fixing in vertical position in bore

well unplasticized PVC medium well screen (RMS) pipes with ribs,

conforming to IS: 12818, including hire & labour charges, fittings &

accessories etc. all complete, for all depths, as per direction of

Engineer-in-charge.

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

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

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

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

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

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

content (beyond permissible limit), with required capacity air

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

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

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

down method, collecting water samples & getting tested in approved

laboratory, i/c disinfection of tubewell, all complete, including hire &

labour charges of air compressor, tools & accessories etc., all as per

requirement and direction of Engineer-in-charge.

22.05 23.13 Providing and fixing suitable size threaded mild steel cap or spot

welded plate to the top of bore well housing/ casing pipe, removable as

per requirement, all complete for borewell of:

23.13.3 200 mm nominal size dia Each 2.00 280.95 561.90

22.06 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/

housing pipe of tubewell as per IS: 2800 (part I), including necessary -

bolts & nuts of required size complete.

22.07 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tubewell as per IS:2800 (part I).

Total of sub-head (22.0) (DSR) 5,66,534.50

SCHEDULE OF QUANTITIES

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

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

FIRE FIGHTING WORKS

23.0 DSR-2022 PIPING & VALVES

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

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

23.01 18.7 flanges ,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling

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

synthetic enamel paint of required shade complete as required :

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

23.02 14 following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, - -

nuts,washers etc.as required :

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

(screwed end) :

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6

23.04 11 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, - -

washers, gaskets conforming to IS 13095 of following sizes as required :

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

23.05 15 strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet - -

with 3 mm dia holes with stainless steel flange.

Providing and fixing 150 mm dial diameter size Pressure gauge (0-15

23.06 MR 1 Kg/Cm2) complete with shut off valve duly calibrated before installation Nos 3.00 711.16 2,133.48

complete as required.

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 - -

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

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

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

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

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

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

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

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.)

Digitally signed by VARUN

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

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

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

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

25.02 MR Nitrogen gas filled, with discharge nozzle with wall mounting bracket (rubber Nos 24.00 2,825.00 67,800.00

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

certificate form manufacturer along with serial number of every extinguishers

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

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

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

manufacturer along with serial number of every extinguishers supplied.)

Capacity 9 Litres

Total of sub-head (25.0) (Non DSR) 90,373.82

26.0 FIRE PUMPS & ACCESSORIES - -

Supplying, installation, testing and commissioning of electric driven

26.01 18.4 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 - -

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

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

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

conforming to IS-325.

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

bolts etc.as required.

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

vibration pads.

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

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

Engineer in chief PN-16 rating

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

1200 mm in height with air release valve on top and flanged connection to

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

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.( M/s Neptune or S.S. make)

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

Total of sub-head (26.0) (Non DSR) 1,05,057.00

ELECTRICAL WORKS (Internal)

27.0 Internal Wiring

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

Digitally signed by VARUN

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

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 /

27.01 1.10 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.

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 -

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated

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

27.03 1.11 conduit, 2 way modular switch, modular plate, suitable GI box and earthing the Point 30.00 1,562.00 46,860.00

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.) :-

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper

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.) :-

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

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

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

cable for loop earthing as required.

Circuit / Sub main wiring in PVC conduit :-

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

27.06 1.14 sizes of FRLS PVC insulated copper conductor, single core cable in surface/

recessed medium class PVC conduit as required.

1.14.9 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire Metre 105.00 754.00 79,170.00

S/F light plug point Modular Type Accessories :-

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

27.07 1.31 on surface or in recess, including providing and fixing 3 pin 5/6 A modular Each 908.00 477.00 4,33,116.00

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

S/F power plug point modular Type Accessories :-

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

Digitally signed by VARUN

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

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2

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

27.09 2.18 in sheet steel enclosure, on surface or in recess, with chained metal cover for Each 32.00 1,621.00 51,872.00

the socket out let and complete with connections, testing and commissioning

etc. as required.

Supplying and fixing call bell/ buzzer suitable for single phase, 230 V,

complete as required.

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

Total of sub-head (27.0) (DSR) 86,51,157.00

28.0 Distribution Boards & MCB'S

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.

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

Supplying and fixing single pole blanking plate in the existing MCB DB

complete etc. as required.

Supplying and Fixing Following way, Horizontal Type Three Pole and

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

28.03 2.4 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).

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

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

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

S/F 4P Isolator

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

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

2.13.3 100 Amps Each

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.

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.

Digitally signed by VARUN

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

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.)

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

28.10 2.23 single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on

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

2.23.1 For 6 way, Double door SPN MCB DB Each 6.00 752.00 4,512.00

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

2.23.3 For 14 way, Double door SPN MCB DB Each 29.00 902.00 26,158.00

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

28.11 2.24 tripole pole and neutral, sheet steel, MCB distribution board, 415 Volts, on

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

2.24.1 For 4 way, Double door TPN MCBDB Each 4.00 1,080.00 4,320.00

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

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

Supplying and fixing DP sheet steel enclosure on surface/recess along with

28.12 2.16 25/32 A 240V "C" Curve DP MCBcomplete with connections, testing and Each 31.00 1,169.00 36,239.00

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

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

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

testing and commissioning etc. as required.

Total of sub-head (28.0) (DSR) 9,59,784.00

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

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

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

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

S/F Modular Type Switch / Socket :-

Supplying and Fixing Following Modular Switch/ Socket on The Existing

29.02 1.24 Modular plate & Switch Box including connections But Excluding Modular

Plate etc. as required.

1.24.6 Telephone Socket outlet. Each 59.00 148.00 8,732.00

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

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

29.03 1.21 with accessories in surface/recess including cutting the wall and making good

the same in case of recessed conduit as required.

Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated

29.04 1.18 annealed copper conductor, Unarmored Telephone cable in the existing

surface/ recessed steel/ PVC conduit as required.

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

conductor PE insulated, shielded with fine tinned copper braid and protected

with PVC sheath in the existing surface/ recessed steel/ PVC conduit as

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

surface/ recessed Steel/ PVC conduit as required.

SITC Modular Type Computer jack RJ 45 ISI mark 1 Module on existing

Mounting plate and box Complete.

Digitally signed by VARUN

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

Total of sub-head (29.0) (DSR) 6,23,516.00

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

30.0 Internal Lighting Fixtures & Fans

Supply of 20 Watt LED light Wall Mounted BRACKET light fitting Sutaible

30.01 MR 2 for 220 volts Single Phase A C Supply complete with all accessories as Each 1.00 842.86 842.86

Supply of Surface Mounted Energy Efficient, LED Luminaires 12W LED

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

30.02 MR 3 driver circuit including making connections etc.as required. (Technical Data - Each 68.00 778.59 52,944.12

System power 12W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy

Supply of Surface Mounted Energy Efficient, LED Luminaires 15W LED

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

30.03 MR 4 driver circuit including making connections etc.as required. (Technical Data - Each 35.00 834.43 29,205.05

System power 15W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy

Supplying and fixing brass batten/ angle holder including 20 w LED

Lamp, connection etc. as required.

Supply, of Linear & Compact 10W Mirror Light with Decorative Grey Caps,

30.04 MR 5 Polycarbonate Body & Ribbed Opal Diffuser. (Technical Data - System power Each 2.00 287.63 575.26

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

Supply of LED Luminaires BATTEN 40W LED Tube Light of Box Type

prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End

Caps Complete as Required. (Technical Data - System power 40W, CRI ≥80,

Power Factor ≥0.95, System Luminous Efficacy ≥95)

Supply of LED Luminaires BATTEN 20W LED Tube Light of Box Type

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)

Supplying and fixing of Bulk Head with 10 Watt LED lamp fitting Sutaible for

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

SUPPLY FANS & EXHAUST FANS

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,

30.08 MR 8 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

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

30.09 MR9 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 1,625.66 45,518.48

(c) 300 mm sweep 900 RPM ( In metal body) exhaust fan Nos 40.00 3,026.91 1,21,076.40

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

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

Erection Of Lighting Fixtures And Fans

Installation, testing and commissioning of pre-wired, fluorescent fitting /

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

30.10 1.41 tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm Each 1,201.00 206.00 2,47,406.00

FRLS PVC insulated, copper conductor, single core cable and earthing etc. as

Digitally signed by VARUN

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

Installation, testing and commissioning of ceiling fan, including wiring the

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

insulated, copper conductor, single core cable, including providing and fixing

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

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:

Supplying and fixing Two Module Stepped Type Electronic Fan Regulator on

30.13 1.25 the existing modular plate switch box including connections but excluding Each 568.00 369.00 2,09,592.00

modular plate etc. as required.

Fixing Louvers / Shutters for Exhaust Fan:

Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan

Extra Down GI Pipe 15mm Dia:

Supplying and Fixing Extra Down Rod of 10 cm Length G.I. pipe, 15 mm dia,

30.15 1.47 heavy gauge including painting etc. as required. (Note : More than 5 cm length Each 516.00 46.00 23,736.00

shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored).

Total of sub-head (30.0) (Non DSR) 22,72,048.05

Total of sub-head (30.0) (DSR) 7,34,585.00

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.

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

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

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

spring charging / discharge Indication, automatic safety shutter and with anti-

pumping feature with necessary required accessories.

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

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

protection fuses for HT metering upto 12 kV on incomer.

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

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

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

v) Digital Multifunction Meter.

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

protection with directional control.

vii) Phase indicating lamps with HRC fuses.

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

SPRING CHARGED, TRIP CIRCUIT HEALTHY

ix) Test terminal block

x) Trip/Neutral/close switch

xi) Copper bus bar for earthing (common)

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

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

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

specifications.

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

Digitally signed by VARUN

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

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

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 set 1.00 7,70,666.43 7,70,666.43

accessories including providing complete 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

MR Emergency Panel

Supply , installation, testing, Design, manufacture, supply inspection,

handling, assembling, affecting proper connections, testing and

commissioning of 1.6/2mm CRCA sheet steel fabricated cubical type

Main L.T. Panel floor mounting Extensible Type, dust & vermin proof,

front operated construction, enclosure class - IP 42, As per IEC

60439 after proper treatment with 9 tank process with top/bottom

removable gland plates, as required, double compression type cable

glands, earth bus, hinged and lockable doors to achieve dust and

vermin proof complete with all inter connections small wiring by min.

1.5-2.5 sq. mm. FR copper wires, ckt labels etc. The panel feeders

shall be suitable for terminating suitable nos. 3.5 / 4 core armoured

aluminium cable as required.

1 nos. 50 A 415V, 4P MCCB of 25kA with thermal magnetic release, overload,

short circuit and Earth fault protection.

1 no. Digital type Multifunction Meters to show (V, A, kWh, KVAh, KW,

KVA, KVAR, PF, Hz.) with cast resin CTs.

1 Set of phase indicating lamps with MCB protection.

9 nos. 20 A 4P MCB

4 nos. 32 A , 4P MCB

2 nos. 40 A , DP MCB

2 nos. 20 A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch . 1.00 84,776.68 84,776.68

32.01 MR 4 Main LT PANEL -

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

Magnetic & Above 250A will be Microprocessor based inbuilt protections.

Suppy , installation, testing, Design, manufacture, supply inspection, handling,

assembling, affecting proper connections, testing and commissioning of

1.6/2mm CRCA sheet steel fabricated cubical type Main L.T. Panel floor

mounting Extensible Type, dust & vermin proof, front operated construction,

enclosure class - IP 42, As per IEC 60439 after proper treatment with 9 tank

process with top/bottom removable gland plates, as required, double

compression type cable glands, earth bus, hinged and lockable doors to

achieve dust and vermin proof complete with all inter connections small

wiring by min. 1.5-2.5 sq. mm. FR copper wires, ckt labels etc. The panel

feeders shall be suitable for terminating suitable nos. 3.5 / 4 core armoured

aluminium cable as required.

All MCCB's shall be Ics = 100% Icu, with rotary handle & pad locking

arrangement. All TP MCCB shall be with heavy duty solid isolable neutral link.

The breaking capacity specified for all MCCB's breakers is Ics value (service

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

panel Front door.

Digitally signed by VARUN

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

The incoming MCCB shall be Microprocessor based with inbuilt O/L & S/C

release with E/F protection and all Outgoings MCCB's shall be thermal- -

magnetic based with inbuilt O/L & S/C release.

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

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

1 No. Digital Ammeter -

1 No. Digital Voltmeter -

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

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

3 Nos. LED Type phase indicating lamps, each lamp shall be with backup MCB -

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

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

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

Thermal Magnetic Release (Phase II) - for future Feeder

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

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

bar chamber in the 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

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

AUTOMATIC POWER FACTOR CORRECTION PANEL

(CAPACITOR PANEL) - 90 KVAR

Supplying, Installation, Testing and Commissioning of cubicle type capacitior

panel suitable for 415 & 3 phase 50 HZ A.C. supply System fabricated in -

design from CRCA Sheet Steel of 2 mm thick for frame work and cover, 3 mm

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

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

Digitally signed by VARUN

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

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

32.03 MR 6 SCHOOL BUILDING MAIN DISTRIBUTION PANEL -

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

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

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

HZ complete with aluminium bus bar and all accessories including -

supply and fixing of following incoming and outgoing switchgears, Panel

Should Have Double Earthing Provision which connected to the

nearest earth grid.

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

Magnetic & Above 250A will be Microprocessor based inbuilt -

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 sq mm / amp.

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

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

ambient temperature.

OUT GOINGS : -

18 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

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

32.04 MR 7 UPS PANEL -

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

type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed

switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with

aluminium bus bar and all accessories including supply and fixing of following

incoming and outgoing switchgears, Panel Should Have Double Earthing

Provision which connected to the nearest earth grid.

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

BUS BAR : 100 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity

electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable -

sleeves. The current density of bus bar shall be minimum 06 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg

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

OUT GOINGS : -

3 No 63 AMP DP MCB i/c spare -

3 No 40 AMP DP MCB i/c spare -

complete panel as above and complete set 1.00 23,775.95 23,775.95

32.05 MR 8 BOYS HOSTEL MAIN DISTRIBUTION BOARD -

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

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

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

HZ complete with aluminium bus bar and all accessories including -

supply and fixing of following incoming and outgoing switchgears, Panel

Should Have Double Earthing Provision which connected to the

nearest earth grid.

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

Magnetic & Above 250A will be Microprocessor based inbuilt -

INCOMER : 125 AMP FP MCCB -

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

Digitally signed by VARUN

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

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 sq mm / amp.

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

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

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB -

2 No 63 AMP DP MCB -

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

32.06 MR 9 GIRLS HOSTEL MAIN DISTRIBUTION BOARD -

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

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

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

HZ complete with aluminium bus bar and all accessories including -

supply and fixing of following incoming and outgoing switchgears, Panel

Should Have Double Earthing Provision which connected to the

nearest earth grid.

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

Magnetic & Above 250A will be Microprocessor based inbuilt -

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 sq mm / amp.

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

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

ambient temperature.

OUT GOINGS : -

14 No 63 AMP FP MCB -

2 No 40 AMP DP MCB -

complete panel as above and complete

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

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

wall mounted powder coated cubicle type, totally enclosed dust and vermin

proof compartmentalized meter board fabricated out of 2mm CRCA sheet

suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV

danger notice plate, on surface ISI marked Electronic kWh meter,

indication lamps, CT's, Interconnection with suitable capacity aluminium

strips , door covers, seperate compartment for each meter, glass inspection

window, connection of incoming and outgoing cables with thimbles,

with all accessories including supply and fixing of following incoming and

outgoing switchgears complete as required (Panel Should Have a common

earth bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is

connected to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

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

Above 250A will be Microprocessor based inbuilt protections.

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

(80-100) A with O/C, S/C protection

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

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

Digitally signed by VARUN

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

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

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

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

mm / amp. The Maximum allowable temperature for the Bus bar to be

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

above ambient 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

32.08 MR TYPE - III STAFF QTRS. METER BOARD

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

wall mounted powder coated cubicle type, totally enclosed dust and vermin

proof compartmentalized meter board fabricated out of 2mm CRCA sheet

suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV

danger notice plate, on surface ISI marked Electronic kWh meter,

indication lamps, CT's, Interconnection with suitable capacity aluminium

strips , door covers, seperate compartment for each meter, glass inspection

window, connection of incoming and outgoing cables with thimbles,

with all accessories including supply and fixing of following incoming and

outgoing switchgears complete as required (Panel Should Have a common

earth bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is

connected to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

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

Above 250A will be Microprocessor based inbuilt protections.

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

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

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

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

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

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

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

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

mm / amp. The Maximum allowable temperature for the Bus bar to be

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

above ambient 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.

Digitally signed by VARUN

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

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

electrolytic extendable type Aluminium bus bar of suitable length, insulated by

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

mm / amp. The Maximum allowable temperature for the Bus bar to be

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

above ambient 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 PRINCIPAL QTR. METER BOARD

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

mounted powder coated cubicle type, totally enclosed dust and vermin proof

meter board fabricated out of 2mm CRCA sheet suitable for use of 230 volts ,

1 phase, 50 HZ complete with bus bars, MV danger notice plate, ISI

marked Electronic kWh meter, indication lamps, Interconnection with

glass inspection window, connection of incoming and outgoing cables

with thimbles, with all accessories including supply and fixing of

following incoming and outgoing switchgears complete earthing etc. as

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

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 10,225.96 10,225.96

32.10 MR 11 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

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: -

Digitally signed by VARUN

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

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 230.00 2,491.70 5,73,091.00

MR 3.5 C X 240 Sq.mm Al. XLPE arm. Metre 215.00 2,039.71 4,38,537.65

MR 3.5 C X 150 Sq.mm Al. XLPE arm. Metre 160.00 1,255.86 2,00,937.60

MR 3.5 C X 120 Sq.mm Al. XLPE arm. Metre 255.00 1,069.38 2,72,691.90

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

MR 3.5 C X 70 Sq.mm Al. XLPE arm. Metre 285.00 696.41 1,98,476.85

MR 3.5 C X 50 Sq.mm Al. XLPE arm. Metre 15.00 515.20 7,728.00

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 2,105.00 311.86 6,56,465.30

MR 2C X 16 Sq.mm Al. XLPE arm. Metre 205.00 178.05 36,500.25

MR 2C X 10 Sq.mm Al. XLPE arm. Metre 235.00 174.89 41,099.15

DSR 7 LT Cable Laying

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 90.00 405.00 36,450.00

DSR 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 125.00 422.00 52,750.00

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

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

33.02 DSR 7.2 the same trench in one tier horizontal formation including excavation,

sand cushioning, protective covering and refilling the trench etc as

DSR 7.2.2 Above 35 sq. mm and upto 95 sq. mm Metre 80.00 286.00 22,880.00

DSR 7.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 125.00 304.00 38,000.00

DSR 7.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 125.00 356.00 44,500.00

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

of 1.1 KV grade of following size direct in ground including excavation and

refilling the trench etc as required. but excluding sand cushioning and

protective covering.

DSR7.3.2 Above 35 sq. mm and upto 95 sq. mm Metre 80.00 217.00 17,360.00

DSR 7.3.3 Above 95 sq. mm and upto 185 sq. mm Metre 100.00 234.00 23,400.00

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

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

33.04 DSR 7.5 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 20.00 57.00 1,140.00

DSR 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 25.00 77.00 1,925.00

DSR 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 20.00 134.00 2,680.00

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 65.00 55.00 3,575.00

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

Above 95 sq. mm and upto 185 sq. mm (clamped with

25/40x3mm MS flat clamp)

Above 185 sq. mm and upto 400 sq. mm (clamped with

40x3mm MS flat clamp)

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

1.1 KV grade of following size in the existing masonary open duct as required.

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

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

DSR 7.6.4 Above 185 sq. mm and upto 400 sq. mm Metre 20.00 115.00 2,300.00

DSR 9 LT CABLE JOINTING & END TERMINATION -

Digitally signed by VARUN

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

Supplying and Making End Termination With Brass Compression Gland and

33.07 DSR 9.1 Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / -

XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.

DSR 9.1.2 2C X 10 Sq.mm Al. XLPE arm.( 19 mm) Each 4.00 241.00 964.00

DSR 9.1.30 2C X 16 Sq.mm Al. XLPE arm.( 22 mm) Each 2.00 256.00 512.00

Total of sub-head (33.0) (Non DSR) - 24,33,218.70

Total of sub-head (33.0) (DSR) - 9,82,335.00

34.0 HT Cable And Accessories -

34.01 MR 18 Supply of H.T. Cable -

Supply & Testing of following 11 KV( UE) grade multicore Aluminium

conductor XLPE insulated cable, insulation screening with extruded semi

conducting compound in combination with copper tape armoured cores laid up,

inner sheath of PVC tape, galvanised steel flat strip armoured and overall PVC

sheathed cable conforming to IS: 7098 (Part - II) and complete with all latest

amendments etc. complete as required.

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

H V CABLE LAYING -

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

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

(a) direct in ground including excavation, sand cushioning, protective

covering and refilling the trench etc as required.

(b)direct in ground in the same trench in one tier horizontal formation

DSR 8.2.1 including excavation, sand cushioning, protective covering and refilling Metre - -

the trench etc as required.

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

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

DSR 10.1 H.T Termination: DSR Item

Supply and making Indoor cable end jointing with cast resin compund,

34.03 DSR 10.1 including lugs and other jointing materials for following size of 3 core, XLPE

aluminium conductor cable of 11KV (UE) grade as required.

Supply and making Outdoor cable end jointing with cast resin compund,

34.04 DSR 10.2 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) 1,08,359.70

Total of sub-head (34.0) (DSR) - 41,899.00

35.0 DSR 2 Miscellaneous Items - DSR -

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

35.01 2.21 mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and Nos. 12.00 269.00 3,228.00

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

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

35.02 2.22 mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and Nos. 2.00 292.00 584.00

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

Supplying and making cable route marker with cement concrete 1:2:4 (1

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 thickness of

10cm including inscription duly engraved as required.

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick

35.04 7.10 G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 Each 5.00 508.00 2,540.00

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

Miscellaneous Items - MR Items -

Digitally signed by VARUN

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

SITC of shock treatment chart (prescribed under I.E.rules) duly framed 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

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

SITC of Fire Bucket stand made of M S angle suitable for and with 4 Nos 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

Supplying and fixing of high voltage insulation mat of class B having 11 KV

35.09 MR 23 dielectric strength, 1000mm width and thickness of 2.5mm ISI approved as Metre 1.00 3,845.54 3,845.54

required including cutting to required lengths.

Supplying and fixing of high voltage insulation mat of class B having 1.1 KV

35.10 MR 24 dielectric strength, 1000mm width and thickness of 2.0 mm ISI approved as Metre 3.00 2,582.30 7,746.90

required including cutting to required lengths.

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

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

36.0 DSR 5 Earthing -

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

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

salt as required.. (For BODY EARTHING of each Electrical Panels &

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including

36.02 5.6 accessories, and providing masonry enclosure with cover plate having locking Set 4.00 13,838.00 55,352.00

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

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

36.03 5.2 and providing masonry enclosure with cover plate having locking arrangement SET 4.00 6,855.00 27,420.00

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

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

connections etc. as required.

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

36.05 5.18 earthing along with existing surface/ recessed conduit/ submain wiring/ cable Metre 7,470.00 42.00 3,13,740.00

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for

connections etc. as required.

Providing and laying earth connection from earth electrode with 6 SWG dia

36.07 5.12 G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection Metre 20.00 287.00 5,740.00

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

Total of sub-head (36.0) (DSR) 6,35,688.00

37.0 DSR 11 Pole Erection -

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

37.01 11.3 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) -

foundation including excavation and refilling etc. as required.

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

Supplying and embedding following dia G.I. pipe (medium class) in pole

37.02 11.6 collar/ foundation (during casting) for cable entry including bending the pipe to

the required shape , Hole Seeling to be done complete as required.

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

38.0 External Lighting System -

Supply , Installation, Testing & Commissioning of Integrated Post Top

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

conductor cable from junction box to fixture as required.

Supply , Installation, Testing & Commissioning of 60 W LED with

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

core PVC insulated copper conductor cable from junction box to fixture

Digitally signed by VARUN

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

SITC of Hybrid All In One Integrated Solar LED Street Light fitting rated

for 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

38.03 MR 28 than 150Lm/W , with an autonomy of 2 days ( 24 hrs.)or more with Nos. 15.00 45,092.86 6,76,392.90

dimming, INBUILT PROTECTIONS FOR LONGER RELIABILITY -

Over Charge Protection, Deep Discharge Protection, Battery Reverse

Polarity Protection, Load Short Circuit Protection, Load Open Circuit

Protection, Reverse Polarity Protection for Panel and Over

Temperature Protection. Surge Protection for Hybrid Models. The

housing of the street light should be made of Extruded Aluminium / Die

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

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

MPPT Efficiency

4. IEC 60598 – Part 1 – General requirement

6. LM 79 REPORT

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

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

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

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

company Lab having NABL accrediation will not be acceptable.

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

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

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

are required to be submitted by the executant along with

manufacturer's warranty certificate in the name of concerned

department for providing 5 years complete system warranty & providing

immediate after sales service within the warranty period against

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

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

Building Outer Light (60W LED) :- Supply, fitting, fixing and testing of

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 clamps , anchor nut bolts with double washers as per direction

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

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

Endura Pearl Neo/Wipro.

Supply, Installation, Testing and Commissioning of 200x160x98

(KVPC) 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

38.05 MR 30 proof - box shall be tested as per IEC - 60670-2/60670-22. the box Nos. 8.00 1,168.41 9,347.28

shall have self threaded holes & provision for mounting din rail. with 2

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

nos 32A connector 6 way for looping the incoming & outgoing cables

and also connection of the street light one 6A SP MCB Including

Connection of 2x6 sqmm Cable etc as Required.

Supply and fixing of GI/MS swaged round/octagonal tubular pole of 6

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

38.06 MR 31 shall be provided with suitable base plate arrangement for fixing on 46.00 6,552.16 3,01,399.36

pedestal and looping box complete with MCB, brass connectors etc

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

shall be in accordance with IS 2713.

Supplying/fixing of following light pole arm Bracket fabricated out of

38.07 MR 32 GI pipe having thickness and length as per manufacturer design -

complete etc as reqd.

a Single arm bracket 29.00 767.00 22,243.00

Digitally signed by VARUN

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

b Double arm bracket 2.00 1,325.39 2,650.78

Supplying of Following Sizes of 1.1 kV Grade Multicore Aluminium

Conductor XLPE Power Cable Insulated armoured cable conforming to

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

Amendments etc and should be NABL certified as required. i/c

Connection Testing and commissioning as Required.

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

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

( a ) direct in ground including excavation and refilling the trench etc. as

required, but excluding sand cushioning and protective covering.

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

38.10 7.5.1 cable of 1.1 kV grade of following size in the existing RCC/ HUME/

METAL pipe as required.

Supplying and laying of following size DWC HDPE pipe ISI marked

38.11 14.15.1 along with all accessories like socket, bend, couplers etc. conforming to

IS 14930, Part II complete with fitting and cutting, jointing etc. in the

63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 100.00 127.00 12,700.00

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

loop earthing along with existing surface/ recessed conduit/ submain

Total of sub-head (38.0) (DSR) 6,28,370.00

Total of sub-head (38.0) (Non DSR) - 17,15,417.96

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

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

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

standard Nos to provide 30 Minutes Backup in total for 10 kVA UPS at -

0.8PF and ECV=1.7V.

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

static switch at the static bypass line integrated in UPS module.

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

onsidering Cable Routing ,Battery Interlinks ,Battery Rack etc).

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

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

Supply , installation , testing and commissioning 63A FP MCB of 10kA

39.01 MR 35 breaking Capacity in metal sheet enclosure with ON/OFF, TYB Indication set 2.00 3,607.43 7,214.86

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-12

kV expulsion type complete with all Fitting transission class discharge capacity Each 3.00 4,180.57 12,541.71

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

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.

Digitally signed by VARUN

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

Supplying and Fixing of PVC covered 6 mm dia flexible steel rope for

41.02 MR handling/protecting the submersible Pump set including U-lock arrangement Metre 300.00 59.00 17,700.00

etc. complete as required.

Supplying and Fixing of suitable size of MS clamp set suitable for holding

41.03 MR submersible pump & 40 mm dia pipe assembly lowered in bore well including Each 4.00 770.16 3,080.64

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

Supplying and Fixing of following size of PVC insulated PVC sheathed

Copper conductor flat submersible cable including fixing the cable with nylon

41.04 MR tie along with GI pipes in existing borewell, connection with submersible

pump cable with the help of water proof jointing kit provided with the pump,

complete as required.

S/Fixing of 8 " dia MS cover with locking arrangement i/c drilling hole and

s/f nut bolts etc. complete as reqd.

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

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

comprising of Electrical Driven inline pumping with all accessories as per

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

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

400/440 volts, 3 phase 50c/s A.C.Supply complete in the existing G.I.Pipelines

fittingsi/c s/fixing motor starter suitable for this pump set i/c connections

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

not included in this item )

Flow Rate : 4.5 to 5.0 LPS -

Min. Head : 50 M -

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

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

42 CCTV SYSTEM

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

surface/ recessed Steel/ PVC conduit as required.

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

42.02 1.21 with accessories in surface/recess including cutting the wall and making good

the same in case of recessed conduit as required :

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

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

42.03 MR36 CAMERA With Options Of 2.8mm , 4mm , 6mm Lens , IP66 , POE with Each 11.00 6,835.57 75,191.27

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

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

42.04 MR37 CAMERA With Options Of 2.8mm , 4mm , 6mm Lens , IP66 , POE with Each 20.00 6,835.57 1,36,711.40

Supplying, installation, fixing, testing and commissioning of 16 ch Linux, H.

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

42.05 MR38 485 x 1 & USB2.0 x1, HDMI ,Local And Remote Access Over Internet In Each 4.00 29,935.13 1,19,740.52

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

or equivalent )

Digitally signed by VARUN

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

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

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

Supply, installation, testing and commissioning of Independent 1 kVA UPS

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

42.08 MR41 required accessories & battery bank for 30 mins back up with covered SMF Each 3.00 30,447.16 91,341.48

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

including connections as per specifications etc. complete as required.

S.I.T.C.32" Color flat panel LED Monitor,Full HD Professional Series 1920 x

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) 5,44,370.83

43 LIGHTNING CONDUCTOR

Providing and fixing of lightning conductor finial, made of 25mm dia 300mm

43.01 6.2 long, G.I tube, having single prong at top with 85mm dia 6mm thick G.I base Each 36.00 518.00 18,648.00

plate including holes etc. complete as required.

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

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

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

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

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

43.04 6.4 any other metallic object) by riveting / nut bolting/ sweating and soldering etc Each 86.00 113.00 9,718.00

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

43.05 6.12 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. Each 16.00 121.00 1,936.00

complete as required.

Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including

accessories, and providing masonary enclosure with cover plate having locking

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

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

44 D.G.Set and associated works

44.01 A D.G.Set 25 KVA

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

Generating set alongwith having Prime Power Rating of 25 KVA, 415 volts at

1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase

system & for 0.85 Load Factor and consisting of the followings

(a) Diesel Engine:

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

RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000

Meter MSL and conforming to BS 5514, BS 649, IS 10000, capable of taking

10% over loading for one hour after 12 hours of continuous operation. The

engine will be fitted complete with all the required accessories.

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