Construction of Staff Quarters at Main Campus of Ravenshaw University, Cuttack

Sl. No. Description of Item Schedule Amount Total Amount

Sl. No. Description of Item Schedule Amount Total Amount

IV Firefighting Works 0.00 20,90,430.18 20,90,430.18

Digitally signed by JAYA

Abstract Estimate :CONSTRUCTION OF STAFF QUARTERS AT MAIN CAMPUS OF RAVENSHAW UNIVERSITY, CUTTACK

*Rates including taxes

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Civil Works 0.00 0.00

Earth work in excavation of foundation trenches in ordinary soil

including dressing of sides and levelling the bed up to the required

depth and depositing the excavated materials away from the work

site within 50m initial lead & 1.5m initial lifts with sundries & T&P

required for the work complete including cost of all labour,labour

cess,T&P,sundries etc. as directed by the Engineer in charge.

Filling in foundation trenches and plinth, with excavated earth

including laying the earth in layers not exceeding 23.5 cm thick

5 5 ramming & watering with all leads & lifts including cost of all 0.00

labour,T&P completed as directed by the Engineer-in-charge.

Supplying and filling in foundation and plinth with good quality river

sand including watering, ramming with cost, conveyances,

9 9 royalties of all materials and cost of all labour with T&P required 0.00

for the work etc. complete as per specification & direction of

Engineer-in-charge

Providing & applying of pre constructional anti-termite treatment by

drilling 12mm dia holes at distance of 30cm @ junction of wall &

floor about 300mm apart deep enough to reach the soil below &

chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr

water) pumped these holes to soak the soil @ 1 ltr solution of each

hole as per manufactures specification & the holes should be

pluged the filling materials including cost of all materials,

labour,conveyance, T&P , all taxes and hire charges of

machinaries as per direction of Engineer-in-charge.

Providing 500 mm dia bored cast-in-situ RCC Pile with M-25 grade

concrete including cost of boring to required dia meter and depth

to plumb and taking precautionary measure against collapsing of

side soil due to presence of water table using bentonite powder

etc., concreting and driving the cage made of M.S. / T.S. steel as

per approved drawing into the freshly laid concrete vertically by

means of power winch to requied depth but excluding cost of M.S.

14 14 / T.S. steel and labour charges for cutting, bending and binding of 0.00

steel etc. complete confirming to IS-2911 specification including

necessary routine tests including pile integrity test cost,

conveyance, royalties and taxes of all materials with labour,labour

cess and T&P etc. required for the work complete as per the

specification and instruction of Engineer-in-Charge.

Cement concrete of proportion (1:3:6) in foundation and floors

using 4cm size clean hard black crusher broken granite stone

metal of approved quality and from approved quarry including

hoisting, lowering and laying concrete in layers not exceeding 15

17 17 cm. (6") thick to the required level ramming, watering, curing etc. Cum 198.93 7616.90 15,15,229.92 0.00

complete including cost, conveyance, royalties of all materials with

all labour and T&P required for the work etc. complete in all

respect and as per the direction of the Engineer-in-charge.

Plain cement concrete (1:2:4) using 12mm size black hard crusher

broken granite chips of approved quality from approved quarry

including hoisting, lowering and laying concrete in layers, watering,

19 19 curing etc. complete including cost, conveyance, royalties of all Cum 70.74 9517.05 6,73,236.40 0.00

materials with labour,labour cess and T&P etc. required for the

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

Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth

using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing

strength of not less than 75 kg./sqcm with dimensional tolerance ±

2% including splays cutting circular moulding chamfering and

corbelling and similar such type of works with all necessary

projections watering and curing after immersing the bricks in water

20 20 at least for six hours before use including cost, conveyance, and Cum 36.94 6353.47 2,34,697.33 0.00

royalties of all materials with all labour,labour cess and T & P

required for the work complete in all respect as per direction of

Engineer-in-Charge

Fly Ash brick masonry in cement mortar (1:6) in super structure

using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing

strength of not less than 75 kg./sqcm with dimensional tolerance ±

2% including splays cutting circular moulding chamfering and

corbelling and similar such type of works with all necessary

21 21 projections watering and curing after immersing the bricks in water 0.00 0.00

at least for six hours before use including cost, conveyance,

royalties and taxes of all materials with all labour,labour cess and

T & P required for the work complete in all respect as per direction

of Engineer-in-Charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Fly Ash brick masonry in cement mortar (1:4) in super structure

using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing

strength of not less than 75 kg./sqcm with dimensional tolerance ±

2% including splays cutting circular moulding chamfering and

corbelling and similar such type of works with all necessary

31 31 projections watering and curing after immersing the bricks in water 0.00 0.00

at least for six hours before use including cost, conveyance,

royalties and taxes of all materials with all labour,labour cess and

T & P required for the work complete in all respect as per direction

of Engineer-in-Charge.

Providing, lifting, hoisting and laying Reinforced cement concrete

of M-25 grade as per approved designs and drawings having a

minimum compressive strength (in work test) 250 Kg. / Square cm.

in 15 cm. cubes at 28 days after mixing and test conducted in

accordance with I.S. 516 using 12 mm. to 20 mm. size black hard

crushed broken granite stone chips and screened and washed

sharp sand for mortar of approved quality from approved quarry,

washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to

be mixed in concrete mixture with Portland slag cement (PSC)

including hoisting, lowering, laying and compaction concrete by

using vibrators, watering and curing for 28 days, centering and

shuttering then after dismantling and removing debris from the

40 40 work site and finishing the exposed surface smooth providing 0.00 0.00

grooves or beads wherever necessary including cost,

conveyance, loading, unloading, royalties and taxes of all

materials and cost of all labours, sundries, T & P required of the

work etc. complete in all respect as directed by the Engineer-in-

Charge. But excluding cost and conveyance of M.S. rods or Tor

steel and binding wires and labour charges for straightening,

cutting, bending etc. of M.S. rods or tor steel tying the grills and

placing in proper position.

41 41 Stilt floor 0.00 0.00

44 44 c) Column up to plinth level Cum 28.94 19449.00 5,62,853.94 0.00

45 45 d) Column up to ceiling level Cum 60.38 19449.00 11,74,330.38 0.00

50 50 1st floor 0.00

51 51 a) Column up to ceiling level Cum 51.18 21835.66 11,17,549.28 0.00

56 56 2nd floor 0.00

57 57 a) Column up to ceiling level Cum 51.18 24692.44 12,63,759.28 0.00

63 63 a) Column up to ceiling level Cum 51.18 28112.44 14,38,794.58 0.00

69 69 a) Column up to ceiling level Cum 51.18 32207.16 16,48,362.24 0.00

75 75 a) Column up to ceiling level Cum 51.18 37110.06 18,99,292.67 0.00

81 81 a) Column up to ceiling level Cum 51.18 42981.15 21,99,775.05 0.00

87 87 a) Column up to ceiling level Cum 51.18 50012.29 25,59,629.21 0.00

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

92 92 Terrace floor 0.00 0.00

93 93 a) Column up to ceiling level Cum 33.18 58433.36 19,38,819.02 0.00

Supplying Cutting, straightening coiled or bent up M.S. Rod or tor

steel of primary steel producers including bending, binding,

welding and jointing if necessary and tying the grills and placing in

position as required for R.C.C. Work and for providing fan hooks

as required, hoisting, lowering, laying including cost, conveyances

101 101 of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and 0.00 0.00

labour required for the work for bending, binding and tying the

grills in all floors with labour cess etc. (payment will be made on

standard weight of B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of Engineer-in-charge.

Providing 12 mm thick cement plaster with cement mortar of

mix (1:6) with screened and washed sharp sand for mortar

and finished smooth to the rough surface of walls in all

heights after racking out joints including watering and curing,

rounding of corners, providing grooves where ever necessary

with cost, conveyance, royalties of all materials with cost of

all labour,labour cess, T&P, and scaffolding required for the

work etc. complete in all respect as directed by the Engineer

Providing 16 mm thick cement plaster with cement mortar of

mix (1:6) with screened and washed sharp sand for mortar

and finished smooth to the rough surface of walls in all

heights after racking out joints including watering and curing,

rounding of corners, providing grooves where ever necessary

with cost, conveyance, royalties of all materials with cost of

all labour,labour cess, T&P, and scaffolding required for the

work etc. complete in all respect as directed by the Engineer

Providing 6 mm thick cement plaster with cement mortar of

mix (1:4) with screened and washed sharp sand for mortar

and finished smooth to R.C.C. work after closed deep

chipping & slurry treatment including watering and curing,

rounding of corners, providing grooves where ever necessary

with cost, conveyance, royalties of all materials with cost of

all labour,labour cess, T&P, and scaffolding required for the

work etc. complete in all respect as directed by the Engineer

Fixing granite tiles of approved dimension area above 0.4 sqm

(20mm thick) in floor, treads of steps and landing on 20mm thick

bed of cement mortar (1:4) jointed with neat cement slurry mixed

142 142 with pigment to match the shades of the tiles including rubbing and 0.00 0.00

polishing etc. complete with cost, conveyance, royalties and taxes

of all materials complete in all respects as per direction of

Engineer-in-Charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Fixing granite tiles of approved dimension area above 0.1 up to

0.4 sqm (10mm thick) in Dados, treads of steps and landing on

12mm thick cement mortar (1:3) jointed with neat cement slurry

151 151 mixed with pigment to match the shades of the tiles including 0.00 0.00

rubbing and polishing etc. complete with cost, conveyance,

royalties and taxes of all materials complete in all respects as per

direction of Engineer-in-Charge.

Supplying, fitting & fixing of 8-10 mm thick & size of 600x600 mm

Glazed vertified floor tile (GVT) of with veilcraft (VC/FT ) shield(

Scratch free/stain free) with water absorption limit between

0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib). laid

160 160 on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) 0.00 0.00

and filling joints with white cement of approved quality including

cost of all materials, labour T&P etc. required for the work all

complete as per direction of the Engineer-in-charge (for New Work

Supplying, fitting & fixing of 8-10 mm thick and size of 600x600

mm Glazed vertified wall tile of in dadoes, skirting and risers of

steps of laid on 12 mm thick cement mortar (1:3) (1 cement : 3

course sand) jointed with slurry mixed with pigment to match the

168 168 shades of the tiles etc. complete including cost of all materials, 0.00 0.00

labour T&P etc. required for the work all complete as per direction

of the Engineer-in-charge.

Supplying, fitting and fixing of Antiskid Ceramic Floor Tiles in

flooring in toilets using Digital matching anti-skid ceramic floor tile

(having minimum thickness 7 mm to 8 mm & size 300 mm x 300

mm ) confirming to I.S 13755 of approved quility and shade on

20mm thick ded of cement morter of mix (1:4) laid in proper slope

and gradient with screened & washed sharp river sand for mortar

and grouted with neat white cement slurry, joining the anti-skid

ceramic floor tiles with neat white cement slurry, mixed with

required (tiles are to be immersed in the water for required time

before use) quantities of pigments of approved marks to match the

shades of the anti-skid ceramic floor tiles if required including cost,

conveyance, loading, unloading, stacking, royalties of all material,

cost of all labour , sundries, T&P required for the work ,

watering,complete in all respect as per specification excluding

GST aas per specification as directed by Engineer-in-charge

Supplying, fitting & fixing of 300mm x 600mm Germ free Glaze

Ceramic wall tiles having thickness 6.5mm to 7.0 mm

confirming to IS 13753 in dadoes, skirting and risers of steps

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

184 184 sand) jointed with slurry mixed with pigment to match the 0.00 0.00

shades of the tiles etc. complete including cost of all

materials, labour T&P etc. required for the work all complete

as per direction of the Engineer-in-charge

Supplying, fitting & fixing of Chequered tiles in floors of approved

make laid on 20 mm thick cement mortar (1:4) (1 cement : 4

192 192 course sand) and filling joints with slurry including cost of all 0.00

materials, labour T&P etc required for the work all complete as per

direction of the Engineer-in-charge

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Rubber Gym Flooring: Specifications. COMPOSITION: Recycled

Rubber – 97%. Urethane Binders- 3%. TTHICKNESS / WEIGHT:

3/4” (4.0 lbs./sq. ft.)

1/2” (3.0 lbs./sq. ft.)

3/8” (2.0 to 2.2 lbs./sq. ft.)

1/4" (1.6 lbs./sq. ft.)WEIGHT: kg/cm2-19+2 3/4” (4.0 lbs./sq. ft.)

1/2” (3.0 ...Flat One Side

Wire Mesh Texture, Anti-Skid Surface on opposite side

Both Sides Non-Porous Black or Black with flecks of colored

194 194 EPDM rubber, TENSILE STRENGTH: 350 psi HARDNESS: 60-64 0.00 0.00

Shore A FLAMMABILITY: Passes Federal Flammability Standard

Doc FF 1-70 CPSC/ DIMENSIONAL STABILITY: +0.242% at two

-0.092% at 48 hours @ 20°C & 65% Rel. Humidity FLAME

SPREAD: (UL 94 Standard, Horizontal

Burning Test for Classifying

0.495”/MIN on 3/4" thick mat

Providing & Fixinng factory made 100% Solid WPC ( Wood

Polymer Composite ) - Door Frame 125 mm x 65 mm Single

Rebated, made from Wood Polymer Composite ( Single Extruded

Process ) material comparising of virgin PVC polymer of K Value

57-60 ( Suspension Grade ), Calcium Carbonate and Natural

Fibers ( Wood Powder/ Rice Husk/ Wheat Husk ) and Non toxic

additives fabricated with meter Joints after applying PVC solvent

Cement & screwed with full body treaded star headed screws

having minimum frame density of 780 kg/ cbm & an ISO 9001 -

2015 Certified Company, having good screw holding capacity (

Screw Withdrawal strength of ( Min. 990 N ), Minimum

Compressive Strength of 58 N/mm2, Modulus of elasticity

900N/mm2 and resistance to spread of flame of class A category

with property of being termite / borer proof , water / Moisture Proof

& Fire retardant & Fixed in position with SS Dash Fasteners / Hold

Fast of reuired dia and lenght, , all as per specifications drawings

as directed by the Engineer-In-Charge. Material test certificate and

authentication should be compulsory provided by the

manufacturing company.

Supplying, fitting and fixing of 32mm thick flush door shutter

with approved quality of 30mm thick BWR block board pasted

with 1mm thick sunmica on both side of approved design and

quality including cost of all door fittings and fixtures etc.

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

Supplying and fixing of Powder coated 50-60 microns

approved colour of Aluminium 40mm Casement series

Door Unit with suitable aluminium extrude profiles. the

system is designed to accommodate 12mm clear

toughened glass the rate quoted inclusive of

hardwares like antilift,roller, Espag lock cum

handle,epdm gaskets,T mullion ,Fly Mullion ,bottom

adopter ,mid transom ,glazing clip for 12 mm glass felt

along with all accessories etc complete. the gap

between the wall and window will be filled with silicon

weather sealant in the outer side. Casement Door

Outer frame - 40mm x 45.3mm Series x 1.4mm

thickness, Fly mullion - 44 x 60 mm x 1.4mm thickness,

T Mullion 40 x 78.4mm x 1.4mm thickness, Transom -

40.28 x 125.8 x 1.75 mm thickness, Bottom adopter -

34.6 x 26 x 1.5mm thickness, including cost of all

215 215 materials,

first floor all labour, sundries, T&P etc. complete in all Sqm 28.33 14664.80 4,15,453.90

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Factory made single leaf rigid FRP(alternately called

GRP) sandwich composite door shutter of 30 mm thick

laminated with two GRP skins with wood grain finish

fabricated using UV-stabilised Isopthalic Gelcoat and

one layer of 450 gsm E-glass Chopped Strand Mat

(CSM) impregnated with orthopthalic palyester resin.

The thickness of the skins shall not be less than

3.00mm Expanded Polystyrone(EPS) structural foam

panel of 27 mm thickness and a density of 20kg/cu.mtr

shall be used as core material. Wooden reinforcements

made of seasoned sal wood block of cross section not

less than 25mmx32mm and also necessary sal wood

reinforcements for fitting the metal fittings such as

tower bolts, aldrops, handles etc shall be provided. A

structural adhesive compatible with (EPS) foam shall

be used for bending the core material, the sal wood

reiforcements and the skins. The material and process

for manufacturing the door shutters shall conform to RV-

TIFAC composites Design Centre's standards and

specifications and the door shutters tested in

conformation to IS: 4020-1998. The finish of door

shutter will be plain colour white/ Ivory/ Beige/ Light

grey/ Mahogany/ Teak wood or any other colour using

high quality pigments. Three heavy whight mild steel

223 223 buttfloor

first hinges type-I(ISI marked) size 100mm are to be Sqm 14.18 5963.72 84,565.55

Providing and fixing ISI Marked un-insulated fire rated door

confirming to IS 3614:2021,& tested to IS17518,and shall carry a

unique label with certification/test report number.The fire rating

shall be for 120minutes integrity only.Material shall be galvanised

steel conforming to IS 277, made out of minimum 1.2(18 SWG) for

both frame and shutter, G.I. sheet (zinc coating 120

gsm/sqm).Frame shall be 125 x 55 grooved profile with built in

rebate for fire rated smoke seal. Frame shall be mitered and field

assembled. EPDM smoke seal to be provided along with frame as

standard. Door shutter shall be double skin of 46mm thick with

required fire rating and with vision panel. The infill material shall be

resin bonded honeycomb core. All doorset shall be factory

prepped for receiving appropriate hardware and provided with

necessary reinforcement for hinges, locks and door closers.The

door stiles should be interlocked, for pairs of doors integral

astragals has to be provided on the meeting stile for both active

and inactive leaf. Vision lite, minimum 5mm clear fire rated glass of

size 150 x 750mm (max 0.12sq.mt) on both shutters, fixing with

clipon arrangement.

All frame and door shutter shall be finished polyster powder

coated to minimum 50microns, of approved colour as per the

direction of the engineer incharge. Cost of double leaf doorset

shall include following hardware and accessories as a complete

assembly. SS ball bearing hinges of SS-304 grade of

size100x75x3mm,1no Fire rated mortise dead lock, 55mm BS,

20mm sq. forend, including escutheion, sss as per EN 12209 with

both side key cylinder on active leaf and 2nos flush bolt on the

inactive leaf in case of double leaf door along with dust proof

socket at bottom, 1pairs Pull handle D type, 22dia, CTC 300mm,

back to back per leaf, with spindle,SS 304, SS finish. 1no of Door 0.00

closer with spring size of EN 2- 4, as per EN1154 and CE marked

per leaf. Suitable anchor fastners for fixing on different type of wall

construction as per manufacturer recommendation.Once frames is

installed it shall be filled with fire rated PUF. Manufacturer test

certificates shall covers complete door set as a un-latched

assembly with a valid test certificate not exceeding 5 years from

the date of issue of report. for more info refer doors details

drawings, including cost of all materials, all labour, sundries, T&P

etc. complete in all respect as per direction of Engineer-in-

Supplying and installing UPVC- 3 track 3 shutter sliding windows

with Outer dimension - 104 x 49 sash dimension of 61mm x 39mm

for windows with corners fusion welded, fully reinforced with

Galvanized steel of 1.2 mm to 2 mm. The sash will be fitted with

5mm reflective toughened glass . The windows must be installed

complete with all kinds of ironmongery (including EPDM

gaskets,bridging wedges and glass packers) and with suitable

240 240 water draining system. Application of Silicon sealant from Inside / 0.00 0.00

Outside of Dowcorning / GE or equivalent including cost of all

materials, all labour, sundries, T&P etc. complete in all respect as

per approved drawing & direction of Engineer-in-Charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying, fitting & fixing in all floors of M.S. grills, grill gates,

M.S. gates, garage door, collapsible gates with top and

bottom rails, steel windows, critical frames for windows, stair

case and parapet railing made out of M.S Square bar/ flat

including stair case hand railing with 40mm. dia G.I.pipe etc.

250 250 including painting two coats over a coat of redoxide primer as 0.00 0.00

per approved drawing and design with cost of all materials &

labour, labour cess, T&P, sundries etc. complete in all

respect as per specification & direction of the Engineer-in-

Priming one coat with wall cement primer (water bound) to make

an even finished surface in all floors and heights to wall surface of

approved make and shade including sand papering, applying putty

260 260 wherever necessary & cost of scaffolding, staging charges with 0.00 0.00

cost, conveyance, cost of all labour,labour cess T&P etc. complete

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

Finishing wall with textured exterior paint of required shade : New

work (two or more coats appplied @3.28litre/10sqm)over and

including priming coat of exterior primer applied @2.20kg/10Sqm

Finishing plastered surfaces of walls with cement based wall putty

(Water based) of approved make and finishing the surface smooth

and even by sand papering to receive painting in walls, at all

280 280 heights with staging wherever necessary with cost, conveyance, 0.00 0.00

taxes of all materials, cost of all labour,labourcess, all T&P etc.

required for the work complete in all respect as per the direction of

the Engineer-in-charge.

Painting two coats with approved plastic emulsion paint over a

coat of wall primer to inside surface of walls finished with Acrylic

Wall putty (water based of and finished smooth & even surface to

receive painting using roller to the final coat including cost of

scaffolding staging charges with cost, conveyances, taxes of all

materials, cost of labour, T&P required for the work etc. complete

for all floors as per specification & direction of the Engineer-in-

Note :- Sample of Paint & Primer shall be approved before

procurement and use.

Painting two coat with approved synthetic enamel paint to

new wood work over a coat of Red oxide primer including

cost, conveyances, royalties, taxes of all materials and cost

of all labour with T&P required for the work etc. complete as

per specification & direction of Engineer in charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Painting two coats to new Iron work with approved enamel

paints of approved colour, shade including sand papering,

polishing the surface, cost, conveyances, taxes of all

materials and cost of all labour,labour cess with T&P etc,

complete as per specification & direction of Engineer-in-

Supplying, fitting and fixing of Stainless steel of 304 grade in hand

railing using 50mm dia of 2mm thick circular pipe with Balustrade

of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless

square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair

case as per approved design and specification, buffing, polishing

etc with cost, conveyance, cost of all labour,labour cess, T&P etc.

required for the work complete in all respect as per direction of the

Engineer-in-charge.

Providing & applying cementitious coating AquaArm UM or

equivalent waterproofing in two coats @ 2kg/m2 . The material

shall folloe below parameter: Tensile Strength- 0.6 N/mm2

Elongation - 60% including cleaning,applying and mending as per

specification including cost, conveyance,taxes,royalities of all

materials to work site etc.all complete as per the direction of the

Engineer-in-charge.

Providing 2.5cm thick Grading Concrete over roof slab with

cement concrete (1:2:2) using 6mm size black hard granite

crusher broken chips and screened & washed sharp sand for

mortar and finished smooth to the rough surface of slab including

watering and curing with cost, conveyance, royalties of all

materials with cost of all labour, labour cess and T&P required for

the work etc. complete in all respect as directed by the Engineer in

Providing and applying of two component spray applied rapid

setting hybrid Polyurea coating of AquaArm Purtech H1

@1.2kg/m2/1.2mm alomg with epoxy primer @0.4kg/m2 and shall

include geo-textile.(podium and terrace area )

Supply and Installation of 0.5MM mm thick Metal ceiling tile Serge

Astral Lay Inof size 595 x 595 mm having density Kgs/ m3, weight

4 kg/m2 which is suspended by using 0.3 mm thick and 24 mm

wide precoated metal T 24 grid system. The technical parameters

are as follows :Core - GMS*, Fire – Class-A , Acoustics – STC 50 -

90 ,TOA-20% ,Mensa-1.8mm Termite resistance ,Green (RC %)

– 25, Hygiene (VoC, Clean room) – Low , Thermal -NA

W/mK,Poly Coated 60 microns Fleech Included. The T 24 Grid

system of 600 x 600 mm module shall include wall angle (WA 24

W 30) with unequal flanges of size 14 & 20 mm wide, length 3000

mm, 0.43 mm thick fixed along the perimeter of wall with the help

of nylon sleeves and suitable fasteners at 300 mm centers. Then

suspend the Main T 24(MT 24 W 36) having flange width 24 mm,

height 32 mm and length 3600 mm from the soffit with help of 0.00

soffit cleat and wire rod along with leveling spring clip at 1200 mm

c/c. Cross 24(CT 24 W 12) with flange width 24 mm, height 32 mm

and length 1200 mm is then interlocked into the precut slots in the

Main T 24 at 600 mm centers in the direction perpendicular to the

Main T 24. Infill Of Anutone Polyfibre Synth 5x50 Laying in back of

the Metal tiles .Finally Cross T 24 (CT 24 W 06) having flange

width 24 mm, height 32 mm and length 600 mm are then

interlocked into the precut slots in the 1200 mm Cross T 24 at

1200 mm centers and in direction parallel to the Main T 24.

Magnesium oxide square edge of size 595 x 595 x 0.5 mm thick

shall be placed into the grid size of 600 x 600 mm. Test certificate

will be submitted after procurement of materials.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying & fixing of 10mm clear toughened glass at balcony area

consist of S.S. 304 grade 40mmX40mmX1.5mm thick vertical

baluster of GTS make modular glass railing with One no, of 50 mm

350 350 dia 1.5mm thick SS 304 grade handrail on the top of the 0.00

railing.This rate is including of all materials ,10mm thick clear

toughened glass and labour charges.

Providing fitting fixing of storage unit/cupboard made up 18 mm

wpc board finished with 1 mm laminates of and inner laminate of

0.6mm thickness of same texture and quality .Channel and hinges

358 358 should be soft closer and the handle of chromium plated SS 0.00

including edge bending and all adhesive.

Loosening to a depth of 150mm, leveling and compacting original

ground supporting embankment /sub-grade as per approved

drawing and technical specifications as per Section 900 and

366 366 Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge 0.00 0.00

works (5th Revision) and as per direction of Engineer-in-Charge.

Construction of granular sub-base by providing Close graded

Granular subbase Grading-III material as per table 400-1,

spreading in uniform layers with motor grader on prepared

368 368 surface, mixing by mix in place method with rotavator at OMC, and Cum 260.00 3177.50 8,26,151.04 0.00

compacting with vibratory roller to achieve the desired density

complete as per Clause 401 of MoSRT&H Specifications for Road

& Bridge works (4th Revision)

369 369 internal Road 0.00 0.00

Supplying and fixing of 80mm thick cement concrete interlocking

paver block of M-40 grade of approved make, design, colour and

size made by Block making machine with proper compaction laid in

required pattern etc. complete in all respect conforming to IRC SP-

63:2018 as per direction of the Engineer-in-charge.

Construction of cement concrete kerb with top and bottom width

115 and 165 mm respectively, 250 mm high in M 20 grade PCC on

M-10 grade foundation 150mm thick, foundation having 50mm

projection beyond kerb stone, kerb stone laid with kerb laying

machine, foundation concrete laid manually, all complete as per

clause 408 including cost of all materials, labour, T&P, royalty etc

complete in all respect and as per direction of the Engineer-in-

Vertical load testing of piles in accordance with IS 2911 (Part

IV)including installation of loading platform by Kentledge/Anchor

piles method and preparation of pile head or construction of test

374 374 cap and dismantling of test cap after test etc. complete as per

specification & the direction of Engineer in-charge.(Lab test should

be carried out of any Govt lab /NABL accreditation lab)

375 375 Single pile above 50 tonne and upto 100 tonne Safe capacity

376 376 Initial test (Test Load 2.5 times the Safe capacity) Each pile 2.00 61173.37 1,22,346.74 0.00

Vertical load testing of piles in accordance with IS 2911 (Part

IV)including installation of loading platform by Kentledge/Anchor

piles method and preparation of pile head or construction of test

377 377 cap and dismantling of test cap after test etc. complete as per

specification & the direction of Engineer in-charge. (Lab test

should be carried out of any Govt lab /NABL accreditation lab)

378 378 Single pile above 50 tonne and upto 100 tonne Safe capacity

379 379 Routine test (Test Load 1.5 times the Safe capacity) Each pile 2.00 32436.11 64,872.22 0.00

381 Plumbing Works 0.00 0.00

382 1 INTERNAL PH WORK 0.00 0.00

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

theRmtal stability for hot & cold water supply, including all CPVC pipes

SDR-11 as per IS-15778/2007 plain & brass threaded fittings, i/c fixing

the pipe with clamps at 1.00 m spacing. This includes jointing of pipes &

383 2 fittings with one step CPVC solvent cement and the cost of cutting chases 0.00

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

direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

theRmtal stability for hot & cold water supply, including all CPVC pipes

SDR-11 as per IS-15778/2007 plain & brass threaded fittings, including

414 33 fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 0.00 0.00

pipes & fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

theRmtal stability for hot & cold water supply, including all CPVC pipes

SDR-11 as per IS-15778/2007 plain & brass threaded fittings, including

fixing the pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

416 35 External work 0.00

Providing all materials, labour, T&P for fitting & fixing of following brass

full way Valves in all floor & fixing with the pipes after cutting the pipes to

required shape & size including wastage etc. of following nominal

418 37 diameter, all complete including testing the joints with required water 0.00 0.00

pressure.The cost inclusive of transportation scaffolding etc. all complete

as per specification excluding GST and direction of Engineer-in-charge.

419 38 25mm dia brass full way valve Nos 104.00 1430.40 1,48,761.18 0.00

420 39 32mm dia brass full way valve Nos 52.00 2094.03 1,08,889.46 0.00

421 40 40mm dia brass full way valve Nos 10.00 2658.30 26,583.04 0.00

422 41 50mm dia brass full way valve Nos 14.00 3935.18 55,092.55 0.00

Providing all materials labour, T&P for making grooves in bricks/stone

masonary walls vertically or horizontally up to required depth and width in

all floor for laying of pipes and fittings up to 50mm dia, testing the joints

with required water pressure and making good the damages with cement

423 42 concrete 1:2:4 with 12mm size h.g.c.b.chips and finished smooth with Mtr. 1020.00 259.00 2,64,178.16 0.00

cement morter (1:4) to original shape including cost of materials, curing,

conveyance, taxes of all materials etc. all complete as per specification &

direction of EIC.

Providing all labour,T&P for cutting holes in bricks or stone masonry wall

for taking pipes in all floors and making good the damages with cement

concrete 1:2:4 finished smooth with CP 1:4 to original shape including

424 43 cost of all materials, curing, conveyance, taxes, duties etc. all complete as 0.00 0.00

per specification & direction of Engineer-in-charge.

For 25mm to 110mm dia pipe to pass in 250mm thick wall

Providing all labour,T&P and cutting holes in brick masonry wall /RCC

wall for crossing of GI pipes / CI pipes/ HCI pipes of different dia and

426 45 making good to the damage with (1:4) complete as per specification & No. 405.00 246.23 99,723.39 0.00

direction of EIC.

Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR

soil waste ventilating pipes and fittings of the following outside diameter

conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden

plugs or laying in trenches including jointing with supply of approved

rubber lubricant by non-heat application method/as per manufacturer's

427 46 specification, testing, earthwork in excavation in all kinds of soil and 0.00 0.00

refilling of trenches , cost & conveyance of all materials to worksite,

payment of taxes etc. all complete as per P.H specification and direction

of the Engineer-in-charge.

433 52 110mm U-PVC offset without ear Each 100.00 480.73 48,073.20 0.00

Providing all materials, labour, T&P European type floor mounted WC

with seat, white plastic lid and flushing PVC cistern as per specification of

440 59 Hindware Popular (Starwhite), Cat. Code: 20065,cist-21054 or equivalent. NOS 81.00 13279.55 10,75,643.94 0.00

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supply all materials and labour for fitting and fixing of following size Half

Pedestral Wash Basin with fixing Accessories,Size-550X400 mm, of

approved make in all floor of approved quality including cutting the walls &

441 60 floor and making good the damages with cement concrete etc. including 0.00 0.00

all taxes, duties, transportation etc. all complete as per direction of EIC.

Wall Hung Half Pedestral Wash Basin ,Size-550X400 mm

(As per Cat no: 10087 ,ped-11027 OF Hindware or equivalent.)

Wall Hung Half Pedestral Wash Basin , Size450X320X130 mm

443 62 (As per Cat no: (As per Cat no: 10123 ,ped-11046 OF Hindware or Ech No 27.00 5084.17 1,37,272.63 0.00

Supply,fitting and fixing all materials, labour, T&P as per specification ,

the following Brass/ CP / G.M. fittings at appropriate locations to thr pipe

444 63 lines at all floors and at all heights, of approved make confirming to 0.00 0.00

relevent IS specification . etc complete in all respect.

Brisk Health Faucet ABS with Rubbit cleaning system,1.25 m Long SS

445 64 Flexible Tube & ABS Wall Hook (As per Cat no.-F160110 OF HINDWARE NOS 81.00 1498.65 1,21,390.42 0.00

or equivalent.)

Two-way Bibcock with wall Flange.

(As per Cat no.- F740004 of Hindware or equivalent.)

One-way Bib cock with wall Flange.

(As per Cat no. -F360004 of Hindware or equivalent.)

CP brass Prismatic type pillar cock for hot & cold water of Jaquar make,

Item Code: -F280010, Central Hole Basin Mixer with Regular Spout

without Popup Waste System with 450mm Long Braided Hoses, 20mm

Cartridge Size or equivalent.

Pillar cock .

(As per Cat no. -Hindware Cat No- F360001or equivalent.)

15mm dia Angle Stop cock with Wall Flange.

(As per Cat no. - F280004 of hindware or equivalent.)

15mm dia Concealed stop cock with wall flange.

(As per Cat no. - F740013 of hindware or equivalent.)

Supplying all materials, labour, T&P and fixing mirror of superior glass

mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden

452 71 plugs with CP screws and washers complete as per specification and 0.00 0.00

direction of Engineer in charge.

Soap dish in each toilet / bath with of Hindware make Item Code:

F890005 Soap Dish Holder or equivalent.

32 mm C.P. Bottle Trap 32mm with 125 & 175mm Long Wall Connection

no. - F850015 of hindware or equivalent.)

Waste Coupling of Jaquar make Item Code: ALD-705 Waste coupling

32mm Size Full Thread with 80mm height or equivalent.

457 76 15mm CP Extension piece Each 290.00 62.07 17,999.72 0.00

Towel bar for individual bathroom of Jaquar make Item Code: F890011,

Stainless Steel or equivalent.

459 78 110 mm dia CP Nahani trap with Grating NOS 133.00 388.52 51,672.50 0.00

Ultra Thin SS Rain Shower wt 225 mm shower Arm of Hindware make

460 79 Item Code: -F160144-150mm,F160145-100mm, Overhead Shower with NOS 78.00 4041.24 3,15,216.75 0.00

arm, Single Flow.

Provision For Overhead Shower Wall mixer with 115mm Long Bend

461 80 Pipe On Upper Side, Connecting Legs & Wall Flanges or equivalent. (As NOS 78 3,990.00 3,11,220.37 0.00

per Cat no. - F690020 of hindware or equivalent.))

Providing and fixing 15 Liter Storage Water Geyser.

(As per Cat no. - ERD-WHT-V015 of Jaquar or equivalent.))

Supplying all materials, labour, T&P and providing fitting and fixing (Aqua

guard) water storage capacity 15 liters along with 1 nos of faucets for

463 82 normal water . etc all complete as per approved drawing,specification and Nos 28.00 23600.00 6,60,800.00 0.00

direction of the Engineer in charge.

Supplying, installing, testing and commissioning of approved make White

Viterous urinals With flush valve 3.8 LPM supported by CI/MS bracket

duly painted, including CP brass waste with dome type grating, CP cast

brass bottle trap with extension piece, wall flanges, automatic flushing

systems for urinal to ensure flusing only immediately after use, comprising

of all plumbing, electronic and electrical items. CP brass flush pipe with

CP brass elbow, CP brass spreader, CP wall flange, infrared photo cells

464 83 (Sensor), eyes electrically operated solenoid valve, gate valve, black box Ech No 2.00 6161.84 12,323.68 0.00

and necessary wiring in conduit from solenoid value to black box and to

mains etc, complete. Including necessary wall cutting/chasing and making

good, as required. (As per Cat no. URS-WHT-13261H of

Jaquar or equivalent.) )

Providing and fixing stainless Single bowl stainless steel Sink Size-

610mm X 460mm, Depth-254mm with C.I. brackets and stainless steel

465 84 plug 40 mm, including painting of fittings and brackets, cutting and making NOS 26.00 13556.05 3,52,457.36 0.00

good the walls wherever required :

Supplying, Installing, Testing and Commissioning sink Cock With

Extended Swinging Spout including CP wall flanges, connectors, adapters

and all other fittings/ accessories required for satisfactory installation

per Cat no - F570024 of Hindware or equivalent.))

467 86 Ext. S/D Portion 0.00 0.00

Supplying all materials, labour, T&P and laying in trenches (to level or

slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the

following out side dia for class- 3 (0.60mpa ) including jointing with supply

of approved solvent cement by non-heat application method/as per

manufacture's specification, provoding and laying in trench cement

468 87 concrete (1:4:8) with 40mm size hard granite metal in the type C-1 0.00 0.00

standard bedding surrounding or encasing including concrete for bedding

and curing etc all complete as per P.H. specification and direction of the

Engineer in charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying all materials ,labour ,T&P and constructing gully trap chamber

of inside size 250mmx250mm with 8cm thick RCC precast cover slab in

cement concrete (1:2:4) mix using 12mm size crusher broken HG chips,

foundation concrete (1:4:8) using 40mm size crusher broken HG metal on

bed and around trap, KB brick work in cement mortar (1:6) in foundation

471 90 and plinth and inside 12mm thick cement plastering (1:3) finished with a Each 16.00 1761.41 28,182.55 0.00

floating coat of neat cement including fixing 100mmx100mm size HCI

gully trap, 150mmX150mm size CI grating etc.all complete as per

drawing, specification and direction of Engineer-in-charge.

Supplying all materials ,labour ,T&P and constructing Inspection Chamber

of inside size 760mmx760mmx460mm with cement concrete (1:3:6)

using 40mm size crusher broken hard black granite metal on bed , KB

brick work in cement mortar (1:6) in foundation and plinth, moulding and

shaping the channel inside and benching with cement concrete (1:2:4)

using 12mm size crusher broken hard black granite chips, 12mm thick

cement plaster (1:3) with cement punning to inside, cement flush pointing

(1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken

472 91 hard black granite chips with R.C.C man hole cover, earth work in 0.00 0.00

excavation in all kinds of soil and refilling the cavity around the chamber

including watering,curing,cost of all materials, conveyance of all materials

to worksite, payment of royalty,all taxes etc.all complete as per approved

drawing, P.H specification and direction of Engineer-in-charge.

473 92 Inside size 90cmx80cmx45cm with 18” dia RCC MH cover Each 16.00 17408.19 2,78,530.98 0.00

Supplying all materials labor T&P and constructing MH chamber of sizes

earth work in excavation in all kinds of soil CC(1:1:8) with black granite

chips size 46mm brick work with K.B. brick having crossing strength not

less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH

chamber over benching with cement slush pointing (1:3)outside the MH

chamber providing painting MS or CI step iron RCC(roof of slab with

474 93 CC(1:2:4)with black granite chips size 12mm bending binding tying the 0.00 0.00

grills placing of the reinforcement providing RCC color of required size

refilling the cavity around the MH chamber with excavated earth including

channeling the bed of MH etc all complete as per PH specification.

Supplying all materials labour T&P and constructing 1.80m dia x 2.60 m

deep soak way pit with dry brick having crossing strength not less than

75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of

wall at top CC(1:3)inside and outside inside fill with dry brick khoa size

38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom

476 95 covered by means of 50mmthick RCC wall cover in pieces filled with iron Each 2.00 60288.32 1,20,576.65 0.00

plugs including earth work in excavation refilling of cavity around the pit

and painting the iron works complete as per PHD design and specification

including carriage of all materials to site.

Supplying all materials, labour, T & P and constructing of Rain water

collection chamber of the following inside size with 8 cm thick R.C.C.

precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips,

foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap

, Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement

477 96 plastering (1:3) finished with a floating coat of neat cement including fixing 0.00 0.00

100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all

complete as per aproved drawing, specification and direction of Engineer-

Supplying all materials,labour T&P for fitting and fixing of Lubi Make 3

H.P three phase 7 stage head range 47 to 76 metres, discharge 170 to 67

479 98 L.M.P with outlet dia of 50mm etc all complete as per direction of the Nos 2.00 25753.74 51,507.47 0.00

Engineer-in-charge.

480 99 Ball Float (Mechanical) 0.00 0.00

Supply, Installation & commissioning of reputed make mechanically

operated ball float with Brass Arm for each tank for closing & opening the

inlet of each tank as per the water level in each tank suitable for handling

10 Bar pressure.

RCC Over head water storage tank Domestic-5KLD Capacity In 2

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25

grade as per approved designs and drawings having a minimum

compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes

at 28 days after mixing and test conducted in accordance with I.S. 516

using 12 mm. to 20 mm. size black hard crushed broken granite stone

chips and screened and washed sharp sand for mortar of approved quality

from approved quarry, washed and cleaned ( 20mm. size chips not to

exceeds 25 % ) to be mixed in concrete mixture with Portland slag

cement (PSC) including hoisting, lowering, laying and compaction

concrete by using vibrators, watering and curing for 28 days, centering

and shuttering then after dismantling and removing debris from the work

site and finishing the exposed surface smooth providing grooves or beads

wherever necessary including cost, conveyance, loading, unloading,

royalties and taxes of all materials and cost of all labours, sundries, T & P

required of the work etc. complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or

Tor steel and binding wires and labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the grills and placing in proper

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying Cutting, straightening coiled or bent up M.S. Rod or tor

steel of primary steel producers including bending, binding,

welding and jointing if necessary and tying the grills and placing in

position as required for R.C.C. Work and for providing fan hooks

as required, hoisting, lowering, laying including cost, conveyances

488 107 of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and QTL 12.62 10695.76 1,34,980.44 0.00

labour required for the work for bending, binding and tying the

grills in all floors with labour cess etc. (payment will be made on

standard weight of B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of Engineer-in-charge.

12mm cement plaster to out side of brick surfaces with cement mortar of

489 108 mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing SQM 30.54 291.11 8,890.38 0.00

etc. all complete at all floors and all heights.

12mm cement plaster on external RCC/brick surfaces in cement mortar

1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement punning

including necessary scaffolding, curing etc. all complete at all floors and

Priming one coat with wall cement primer (water bound) to make an even

finished surface in all floors and heights to wall surface of approved make

and shade including sand papering, applying putty wherever necessary &

491 110 cost of scaffolding, staging charges with cost, conveyance, taxes of all sqm 39.70 127.56 5,064.05 0.00

materials, cost of all labour,labour cess T&P etc. complete as per the

direction of the Engineer-in-charge.

Painting two coats with approved anti-fungal weather seal paints (ISI) of

approved colour, shade on wall surface over a coat of wall primer(ISI)

water bound including sand papering, polishing the surface, cost,

492 111 conveyances of all materials and cost of all labour,labour cess with T&P

etc, complete as per specification & direction of Engineer-in-charge.

2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down

493 112 grades size hard granite crusher broken chips on new work in Terrace sqm 16.16 968.43 15,649.76 0.00

494 113 25 KLD RCC Over head water storage tank FIRE TANK 0.00

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25

grade as per approved designs and drawings having a minimum

compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes

at 28 days after mixing and test conducted in accordance with I.S. 516

using 12 mm. to 20 mm. size black hard crushed broken granite stone

chips and screened and washed sharp sand for mortar of approved quality

from approved quarry, washed and cleaned ( 20mm. size chips not to

exceeds 25 % ) to be mixed in concrete mixture with Portland slag

cement (PSC) including hoisting, lowering, laying and compaction

concrete by using vibrators, watering and curing for 28 days, centering

and shuttering then after dismantling and removing debris from the work

495 114 site and finishing the exposed surface smooth providing grooves or beads 0.00

wherever necessary including cost, conveyance, loading, unloading,

royalties and taxes of all materials and cost of all labours, sundries, T & P

required of the work etc. complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or

Tor steel and binding wires and labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the grills and placing in proper

Supplying Cutting, straightening coiled or bent up M.S. Rod or tor

steel of primary steel producers including bending, binding,

welding and jointing if necessary and tying the grills and placing in

position as required for R.C.C. Work and for providing fan hooks

as required, hoisting, lowering, laying including cost, conveyances

500 119 of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and QTL 55.02 10695.76 5,88,480.50 0.00

labour required for the work for bending, binding and tying the

grills in all floors with labour cess etc. (payment will be made on

standard weight of B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of Engineer-in-charge.

12mm cement plaster to out side of brick surfaces with cement mortar of

501 120 mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing SQM 49.24 291.11 14,334.06 0.00

etc. all complete at all floors and all heights.

12mm cement plaster on external RCC/brick surfaces in cement mortar

1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement punning

including necessary scaffolding, curing etc. all complete at all floors and

Priming one coat with wall cement primer (water bound) to make an even

finished surface in all floors and heights to wall surface of approved make

and shade including sand papering, applying putty wherever necessary &

503 122 cost of scaffolding, staging charges with cost, conveyance, taxes of all sqm 73.86 127.56 9,421.43 0.00

materials, cost of all labour,labour cess T&P etc. complete as per the

direction of the Engineer-in-charge.

Painting two coats with approved anti-fungal weather seal paints (ISI) of

approved colour, shade on wall surface over a coat of wall primer(ISI)

water bound including sand papering, polishing the surface, cost,

504 123 conveyances of all materials and cost of all labour,labour cess with T&P

etc, complete as per specification & direction of Engineer-in-charge.

2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down

505 124 grades size hard granite crusher broken chips on new work in Terrace sqm 29.90 968.43 28,955.94 0.00

506 125 RAIN WATER HARVESTING PIT 0.00

Construction of 6.75mx3.60m x 1.40m(h) Rain water harvesting system

508 127 Sinking of tube well through D.T.H.Rig. 0.00

510 129 Lowering of PVC casing pipe inside bore. 0.00 0.00

Cost.of 200mm dia (Sch.80)Pipe

Cutting slot in casing pipe for recharge of rain water

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

514 133 Labour for packing gravel outside the tube well Cum 7.05 129.92 915.92 0.00

515 134 Cost of washed gravel. Cum 7.05 1902.63 13,413.56 0.00

Earth work in all kinds of soil within 50 mtr initial lead and 1.5mtr initial lift

including rough dressing and breaking clods to maximum 5cm to 7cm and

laying in layers not exceeding 0.3 mtr in depth and as per direction of the

Engineer in charge.

Supplying all materials, labour, T&P and providing cement concrete

(1:4:8) with 4cm size hard granite metal including watering, curing,

conveyance of all materials to worksite, payment of royalty, taxes etc all

517 136 complete as per specification and direction of the Engineer in charge Cum 3.24 7155.87 23,185.03 0.00

Supplying all materials, labour, T&P and providing brick work with K.B

bricks having crushing strength not less than 75kg/cm² with dimensional

tolerance ± 8 percent in cement mortar (1:6) including watering, curing,

518 137 conveyance of all materials to worksite, payment of royalty, taxes etc all

complete as per specification and direction of the Engineer in charge

Supplying all materials, labour, T&P and providing 12mm thick cement

plaster (1:4) on brickwork including watering, curing, conveyance of all

519 138 materials to worksite, payment of royalty, taxes etc all complete as per Sqm 273.60 213.23 58,338.63 0.00

specification and direction of the Engineer in charge

Supplying all materials, labour, T&P and providing cement punning

including watering, curing, conveyance of all materials to worksite,

payment of royalty, taxes etc all complete as per specification and

direction of the Engineer in charge

Supplying all materials, labour, T&P and providing rigid and smooth

centering and shuttering for R.C.C works including false work and

dismantling them after casting including conveyance of all materials to

521 140 worksite, payment of royalty, taxes etc all complete as per specification 0.00 0.00

and direction of the Engineer in charge

Supplying all materials, labour, T&P and providing reinforced cement

concrete work of M-25 grade with 20mm and down grade black hard

granite crusher broken stone chips including hoisting, laying, watering,

523 142 curing, conveyance of all materials to worksite, payment of royalty, taxes Cum 1.26 8660.37 10,912.07 0.00

etc all complete as per specification and direction of the Engineer in

Supplying all materials, labour, T&P and providing M.S reinforcement for

R.C.C work including cutting, bending, binding, and tying the grills and

placing in position including cost of binding wire 18 to 20 gauge,

524 143 conveyance of all materials to worksite, payment of royalty, taxes etc all Qntl. 1.02 10380.93 10,588.55 0.00

complete as per specification and direction of the Engineer in charge

525 144 Providing and filling filter media Cum 38.25 1669.11 63,843.46 0.00

Providing fitting and fixing M.S.grill,Jalli cover over the harvesty pindi

529 148 20 KLD DOMESTIC WATER UGR TANK 0.00

Earth work in excavation of foundation in ordinary soil within 50m initial

lead and 1.5m initial lift including rough dressing & breaking clods to

maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth

530 149 and as per direction of the Engineer-in-Charge. 0.00

Filling in foundation trenches and plinth, with excavated earth including

laying the earth in layers not exceeding 23.5 cm thick ramming & watering

with all leads & lifts including cost of all labour,T&P completed as directed

by the Engineer-in-charge.

Supplying and filling sand in foundation and over areas including watering,

ramming, consolidating and dressing, labours, tools, taxes etc. all

complete as per the specification and direction of Engineer-In-Charge.

Providing and laying plain cement concrete 1:3:6 (1 cement: 3 sand: 6

stone agregate 40mm nominal size) as levelling course in foundation and

plinth etc. including tempering, curring ,shuttering etc.complete all depth

Brick work with non modular fly ash lime bricks (FALG Bricks) conforming

to IS:12894, class designation 10 average compressive strength in super

structure above plinth level up to floor V level in :

537 156 Cement mortar 1:6 (1 cement : 6 Coarse sand) CUM 11.72 4758.82 55,773.39 0.00

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25

grade as per approved designs and drawings having a minimum

compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes

at 28 days after mixing and test conducted in accordance with I.S. 516

using 12 mm. to 20 mm. size black hard crushed broken granite stone

chips and screened and washed sharp sand for mortar of approved quality

from approved quarry, washed and cleaned ( 20mm. size chips not to

exceeds 25 % ) to be mixed in concrete mixture with Portland slag

cement (PSC) including hoisting, lowering, laying and compaction

concrete by using vibrators, watering and curing for 28 days, centering

538 157 and shuttering then after dismantling and removing debris from the work 0.00

site and finishing the exposed surface smooth providing grooves or beads

wherever necessary including cost, conveyance, loading, unloading,

royalties and taxes of all materials and cost of all labours, sundries, T & P

required of the work etc. complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or

Tor steel and binding wires and labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the grills and placing in proper

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying Cutting, straightening coiled or bent up M.S. Rod or tor

steel of primary steel producers including bending, binding,

welding and jointing if necessary and tying the grills and placing in

position as required for R.C.C. Work and for providing fan hooks

as required, hoisting, lowering, laying including cost, conveyances

542 161 of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and QTL 24.02 10380.93 2,49,349.99 0.00

labour required for the work for bending, binding and tying the

grills in all floors with labour cess etc. (payment will be made on

standard weight of B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of Engineer-in-charge.

Providing and applying two component high performance polymer

modifed cementitious waterproofing coating having minimum elongation

of 120% , shore A hardness of 60 as per ASTM D 2240 and food grade

certification by CFTRI applied @2Kg/sqm in two coats, including

reinforcing the coating with 45gsm glass fibre mesh between the coats at

all corners and change in directions. The coating shall be applied on the

entire horizontal and 300mm above the FFL on the vertical surface as per

manufacturer's recommendation. The system includes base preparation of

cleaning, brushing and removal of flacky materials, grouting the porous

543 162 area with cementitious grout, sealing the minor cracks, proper coving SQM 52.50 601.80 31,594.50 0.00

between slab and wall junctions and pre-wetting the surface to attain SSD

condition before application of the waterproofing coating, followed by the

application of waterproof coating. The waterproofing system should be

applied directly by the manufacturer with 10 years of insurance backed

system warranty against leakage.

Mode of measurement will be actual area treated

12mm cement plaster on external RCC/brick surfaces in cement mortar

1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement punning

including necessary scaffolding, curing etc. all complete at all floors and

2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down

545 164 grades size hard granite crusher broken chips on new work in Ground sqm 17.50 461.26 8,072.09 0.00

Supplying all materials labour, T&P and fitting and fixing RCPC Cover all

546 165 compete as per specification and direction of the Engineer in charge. 0.00 0.00

Construction of 2 no production wells including scientific source

finding through consolidated and unconsolidated rock with down

the hamer drilling rig or combination rig with pvc pipe and

installation of submersible pump set with all acessories.

Labour for drilling a perfectly vertical bore hole of specified dia for a

specified depth below ground level through consolidated and

unconsolidated rock with down the hole hammer drilling rig or combination

rig as required to suit the site condition as per the direction of the engineer

in charge including use of own rig with its accessories ,tools and plant and

consumables etc for lowering of 200mm/150mm dia G.I.P.V C/M.S casing

pipes for housing fitted with socket and with or without well screen as for

the necessity for soft ,medium,hard and boulder formation( G.I/P.V.C/M.S

casing pipes if required to prevent collapse of overburden is to be

provided by the contractor including lowering and withdrawing after

completion of the tube well) 200mm dia to 400mm dia in overburden

portion including packing of gravel supplied by the contractor for 400mm

550 169 Drilling of 200mm dia bore 0.00 0.00

552 171 Drilling of 150mm dia bore 0.00 0.00

Lowering the following size of G.I/P.V.C/M.S housing pipes with or without

slotted pipes as per the necessity form ground level up to 45.00m depth

and fitted and fixed up in perfectly vertical position including cutting and

554 173 threading of pipes and dotted pipes and supplying and fixing all jointing 0.00 0.00

materials, tools and plant etc all complete and keeping the top of casing

pipe threaded including plugging tube wells to prevent entry of foreign

555 174 Lowering of 200mm dia P V C casing pipes 0.00 0.00

Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads

in accordance with DIN 2999 part-1/DIN-42225 PART-II specification

length of pipe (laying length) will be 3 mtrs.The pipes shall be supplied

with both external threaded with free socket. The pipe having external

thread at one end i.e. female & or belled end . The female end having

internal thread is to be belled in order to accept the male end while jointing

557 176 pipes with a bore threading shall be provided with a greave at the roof of 0.00 0.00

the male thread accomodate flexible PVC/Rubber 'O' ring to make the

joint water tight color of the pipe shall be blue The name of the

manufacture along with batch.No class of pipe shall be stranded legibly of

each pipe length

Supplying all materials, labour, T & P and providing sanitary sealing by

cement concrete grouting of annular space around GI/PVC/MS housing

pipe upto 5m below ground level (as per drawing) to plug the bore hole

excluding cost of cement all com

Cleaning & developing the tube well with supply of compressor worked till

clear & adequqte discharge is obtained from the tube well including supply

& use of all necessary equipment & labour as per directin of the Engineer

Supplying all materials, labours, T&P and providing fitting & fixing

submersible pump with squirrel cage induction type submersible type

submersible electric motor to run on 3 phase /1 phase line voltage ranging

from 320 volt to 450 volt conforming to Si 8034/89 with following

562 181 specifications with suitable control panel ,jointing with GI/PVC/HDPE 0.00 0.00

pipes,electrification,testing, commissioning ,trial running, conveyance of

all materials to worksite , payment of taxex etc all complete as per

specification & direction of the Engineer in charge (Texmo/crompton

Greaves/ Kirloskar make)

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

2HP Single phase 3 stage vertical/Horizontal submersible pump set at

563 182 head renge of 60 mtr with discharge capacity 200 L P.M with outlet dia 32 EACH 2.00 19618.21 39,236.42 0.00

565 184 40mm dia steel short piece EACH 4.00 238.36 953.44 0.00

569 188 20 mm dia rigid UPVC pipes for cable MTR 130.00 8.14 1,058.46 0.00

570 189 Steel ropes with cover MTR 70.00 31.51 2,205.42 0.00

571 190 Labour charges for lowering including transportation EACH 2.00 2360.00 4,720.00 0.00

Supplying all materials ,labour, T&P and providing and fixing to wall or

celling and floor HDPE pipes and pipe fiting conforming to IS:

4984/2000(10KGF/SQCM) of the following nominal bore with clamps &

572 191 joining by Fusion welding method including testing making good the wall 0.00 0.00

celling & floor all complete as per specificaations 7 direction of the

engineer in charge

574 193 Borewell Chamber. 0.00 0.00

Supplying all materials, labour, T&P and constructing Bore well protection

chamber of the inside size 650x650x1000hight with cement concrete

(1:3:6) using 40mm size hard granite metal on foundation, 1st class Fly

ash brickwork in cement mortar (1:3), with base cement concrete (1:2:4)

using 12mm size h.g chips,12mmthick cement plaster (1:4) inside and

outside, R.C.C cover slab in (1:1.5:3) using 12mm size h.g chips,

575 194 earthwork in excavation in all kinds of soil and refilling the cavity around Each 2.00 14075.63 28,151.26 0.00

the chamber including watering, curing, conveyance of all materials to

worksite, payment of royalty, taxes etc all complete as per approved

specification and direction of the Engineer in charge.

576 195 2 Nos 200 USER RCC SEPTIC TANK 0.00 0.00

Earth work in excavation of foundation in ordinary soil within 50m initial

lead and 1.5m initial lift including rough dressing & breaking clods to

577 196 maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth Cum. 214.28 237.89 50,974.64 0.00

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

Earth work in excavation of foundation in all kinds of soil with in 1.5m

initial lift including dressing and leveling of bed and breaking the clods and

578 197 the excavated materials with in 50m initial lead as per direction of Cum. 142.38 351.99 50,116.91 0.00

Engineer in charge with 1st extra lift of 1.50 m over initial laft.

Supplying all materials,labour ,T&P and filling in foundation and plinth with

sand well watered and rammed including cost, conveyance of all materials

to work site ,payment of royalty,taxes etc. all complete as per direction of

the Engineer-in -charge

Supplying all materials, labour, T&P and providing cement concrete (

1:4:8 ) with 4cm size crusher broken hard granite metal including watering,

curing, cost of all materials,conveyance of all materials to work site with

580 199 payment of royalty, all taxes etc all complete as per P.W.D specification Cum. 18.08 7155.87 1,29,378.20 0.00

and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and providing cement concrete (

1:2:4 ) with 12mm size crusher broken hard black granite chips including

watering, curing,cost of all materials, conveyance of all materials to work

581 200 site with payment of royalty, all taxes etc all complete as per P.W.D Cum. 8.00 9517.05 76,136.43 0.00

specification and direction of Engineer-in-charge

Supplying all materials, labour, T&P and providing cement concrete

(1:1:5:3) with 12mm size hard broken granite chips for R.C.C works

including hoisting, laying, watering, curing, conveyance of all materials to

582 201 worksite, payment of royalty, taxes etc all complete as per specification Cum. 87.34 9507.02 8,30,343.48 0.00

and direction of the Engineer in charge

Supplying all materials, labour, T&P and providing rigid and smooth

centering and shuttering for R.C.C works including false work and

dismantling them after casting including conveyance of all materials to

583 202 worksite, payment of royalty, taxes etc all complete as per specification 0.00 0.00

and direction of the Engineer in charge

584 203 RCC floor roof, chajja etc Sqm 90.36 890.90 80,501.72 0.00

Supplying all materials, labour, T&P and providing M.S reinforcement for

R.C.C work including cutting, bending, binding, and tying the grills and

placing in position including cost of binding wire 18 to 20 gauge,

587 206 conveyance of all materials to worksite, payment of royalty, taxes etc all Qntl 87.34 10380.93 9,06,670.60 0.00

complete as per specification and direction of the Engineer in charge

Supplying all materials,labour,T&P and providing 6mm thick cement

plaster(1:4) on RCC work including watering,curing,cost of all materials,

conveyance of all materials to worksite,payment of royalty,all taxes etc.all

588 207 complete as per PWD specification and direction of the Engineer-in- Sqm 151.86 245.56 37,290.44 0.00

Supplying all materials,labour,T&P and providing 12mm CP (1:4) with

cement punning on brick work including watering,curing,cost of all

materials, conveyance of all materials to worksite,payment of royalty,all

589 208 taxes etc.all complete as per PWD specification and direction of the Sqm 16.20 242.25 3,924.51 0.00

Engineer-in-charge.

Supplying all materials, labour, T&P and providing,fitting and fixing

100mm x 100mm x 100mm SW Tee in wall including filling the recess

with cement concrete (1:3:6) with 12mm size h.g chips all complete

including watering, curing, conveyance of all materials to worksite,

590 209 payment of royalty all complete as per specification and direction of the Each 4.00 505.39 2,021.58 0.00

Engineer in charge

Supplying all materials, labour, T&P and making MS step iron in 20mm

diameter MS steel bars and fixing into walls of man hole/septic tank duly

591 210 embedded in cement concrete (1:3:6) complete as per specification and Each 24.00 325.33 7,807.82 0.00

direction of the Engineer in charge.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Filling in foundation and plinth with excavated materials, moorum

592 211 including watering and ramming as directed by the Engineer in charge cum 117.70 177.59 20,902.34 0.00

593 212 Sub-Total of Plumbing Works 2,28,82,263.33 0.00

594 Electrical Works 0.00 0.00

595 1 Sub-Head I (modular Wiring Items) 0.00 0.00

Recessed wirring to light point/ fan point/ exhaust fan point/ call bell point

with 1.5 sq.mm FRLS PVC insulated copper of ISI marked with 20 mm

dia PVC heavy class FRLS non metallic conduit with 6A modular type

switch ISI marked , and ceiling rose ISI marked of modular type G.I

box with cover , of suitable size, modular box with 1.5 sq. Mm FRLS

PVC insulated single core multistandard copper conductor as earth wire

including all accessories and connection .Raw power supply switch board

shall be separate from emergency power supply switchboard as per

direction of Engineer -in -Charge.Each light point should have provision

for ceiling rose & angle holder point.

Supplying ,fixing of 6A Plug on the same board in existing switch board

with complete fitting by 01 no of 6A switch & socket (modular type) &

other required accessories of ISI marked as approved as per Nos 200 231.28 46,256.00 0.00

direction of Engg. -in -Charge.

Supplying,fixing of 6A Plug on the separate board with complete fitting by

01 no of 6A switch & socket(modular type) with suitable size

601 7 modular box & cover including supplying of all required Nos 300 645.46 1,93,638.00 0.00

accessories of ISI marked as approved as per direction of engg-in-

Supplying,fixing of 16A Plug on the separate board with complete fitting

by 01 no of 6A switch & socket(modular type) with suitable size

602 8 modular box & cover including supplying of all required Nos 80 807.12 64,569.60 0.00

accessories of ISI marked as approved as per direction of engg-in-

Recessed wiring for circuit/submain wiring with the following mentioned

size PVC insulated, copper conductor FRLS, single core cable in

603 9 recessed PVC conduit HEAVY duty of mentioned size as approved) as 0.00 0.00

required as per direction of Engg.-in-Charge..

2 nos single core 1.5 sq. mm copper wire for phase and neutral and 01 no

of single core 1.5 sq. mm copper wire for earth continuty conductor. In 20

604 10 mm dia non metallic FRLS heavy duty conduit (LDB to LSB/LIGHT Mtr 2289 185.26 4,24,060.14 0.00

2 nos single core 2.5 sq. mm copper wire for phase and neutral and

01 no of single core 1.5 sq. mm copper wire for earth continuty

605 11 conductor in 20 mm dia non metallic FRLS heavy duty PVC Mtr 7325 201.78 14,78,038.50 0.00

conduit.(BDB to LSB/LIGHT CKT/5A PLUG/INVERTER POINT

TO EACH QTR) (2X2.5+1X1.5)

2 nos single core 4 sq. mm copper wire for phase and

neutral and 01 no of single core 1.5 sq. mm copper wire for earth

606 12 continuty conductor in 20 mm dia non metallic FRLS heavy Mtr 2022 221.84 4,48,560.48 0.00

duty PVC conduit . (2X4+1X1.5)

2 nos single core 6 sq. mm copper wire for phase and

neutral and 01 no of single core 2.5 sq. mm copper wire for earth

607 13 continuty conductor in 25 mm dia non metallic FRLS heavy Mtr 1195 259.60 3,10,222.00 0.00

duty PVC conduit .(PANEL TO BDB EACH QTR) (2X6+1X2.5)

Supplying and fixing of following sizes of heavy class FRLS PVC conduit

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

making good the same in case of recessed conduit as required as per

direction of Engg.-in-Charge .(For TV/Internet cable /Fire detection only)

Supplying and installation of 25A AC starter Modular type or any other

equivalent reputed make as approved coil voltage-230 Volt A.C. & O/L

610 16 range of suitable range range on mod Box of suitable size including Nos 72 738.68 53,184.96 0.00

modular coveras required as per direction of Engg.-in-Charge .

Supply and fixing CALL bell (Ding dong type) /Buzzer on the existing

611 17 switch box/cover. as required as per direction of Engg.-in-Charge. Nos 24 251.34 6,032.16 0.00

S/F of Bakelite angle holder/batten holder of ISI marked

612 18 conforming to IS-1258/1987 in place of ceiling rose as per Nos 72 88.50 6,372.00 0.00

direction of Engg.-in-Charge .

S/F of 5 step type Modular electronic Fan Regulator ISI Marked with all

613 19 connection complete in all respect as per direction of Engineer in charge Nos 190 441.32 83,850.80 0.00

614 20 Sub-Head II (Light fitting Fixture & Fan)

Supplying, installation, of exhaust fan of heavy duty 300 mm sweep with

louvers of exhaust fan in the existing wall, including fixing & conntection

as required as per direction of Engg.-in-Charge. Nos 72 3,717.00 2,67,624.00

Supplying, installation, testing and commssioning of 1200 mm sweep

BLDC ceiling fan with aluminium blades having wattage not more than

28W and Air delivery ≥ 215(m3/min) including wiring the down rod of

616 22 standard length (upto 30 cm) with 1.5 sq mm PVC insulated, Nos 190 4,394.32 8,34,920.80

copper conductor, single core cable etc. as required as per

direction of Engg.-in-Charge,Replacement Warranty will be 4

SITC of energy efficient LED tube light fittings with decorative alumunium

LED batten along with LED tube light having power rating 20 watt and

617 23 lumen output not less than 2200 lumen complete with electronic driver and Nos 260 859.04 2,23,350.40

all other accessories with diffuser i/c connection etc as required.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

SITC of Sleek LED 10 watt mirror light fitting with decorative aluminium

LED batten having extruded polycarbonate housing,High optically efficient

diffuser,above wash basin complete with all accessoriesetc.

618 24 directly on wall, including connection with 1.5 sq. mm FRLS PVC Nos 48 868.48 41,687.04

insulated, copper conductor, single core cable and earthing etc. as

SITC of Sleek LED 9 watt LED Lamp complete with all accessories etc.

619 25 directly on angle holder as required. Nos 72 129.80 9,345.60

Supply and fixing of 10 Watt LED BH Fitting

Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15

mm dia, heavy gauge including painting etc. as requiredas required as per

621 27 direction of Engg.-in-Charge . Nos 250 38.94 9,735.00

(Note : More than 5 cm length shall be rounded to the nearest 10 cm and

5 cm or less shall be ignored)of ISI mark as approved.

Supplying, Erection, Fixing, connection & testing of LED street light with

moveableG.I bracket & G.I Flat clamp ,90 W LED having die cast

aluminium housing with toughened glass having lumen efficacy of 120

lm/w or more (As per LM 79 report of third party NABL lab) ,IP 66

622 28 protection or more , LED street light . The luminaire should be supplied Sets 16 9,625.26 1,54,004.16

along with bracket maintenance free for inspection as required,wired by

1.5 sq. mm FRLS wire /cable along with earth wire as per direction of

Engg.-in-Charge.

Supplying and fixing of Energy efficient surface /recess mounted

square /round shape 18 W LED luminaire of dimension of consists of

white powder coated , die-cast Alluminium housing with high quality

frosted diffuser for glare-free uniform lighting distribution with wattage not

more than 18 watt and lumen output of 1800 lumens, , CRI not less than

80,CCT of 6000 degree K,THD less than 10%, with electronic driver,

internal surge protection of 3 KV , L70 B50: 50000 hrs and all other

accessories suitable for operation on 220 V to 240 V supply as required

as per direction of Engg.-in-Charge. .The luminaire should be

Replacement Warranty will be 5 years

Supplying ,installation ,testing & commissioning of 1 KVA ,240V UPS with

all required accessories & suitable nos 12v battery,220Ah tubular

624 30 type,battery rack as per the direction of Engineer in Charges Sets 4 71,941.06 2,87,764.24

625 31 BDBS,DB,AC DB,FLOOR PANELS,MCBS

Supplying and fixing of following mentioned way, three pole/single pole

and neutral, 1.6 mm thickness sheet steel,double door MCB distribution

board, 415 volts/240 volts, on surface/recess, complete with terminal

blocks, duly prewired with suitable size FR PVC insulated copper

conducter up to terminal blocks, tinned copper busbar, neutral busbar,

earth bar, din bar. , or any other equivallent A catagories reputed make ISI

marked as approved as per direction of Engg.-in-Charge.

Supply and fixing of 12 way DD single pole and neutral sheet steel MCB

distribution board 250V on surface/recess complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, detachable gland plate,

627 33 interconnections, phosphatized and powder painted including earthing etc. Nos 28 2577.12 72,159.36

as required (but with out MCB/ RCCB/ Isolator) Warranty on DB is 3 years

.(QTR & COMMON)(GYM,HALL EMERGENCY)

Supply and fixing of 8 way DD single pole and neutral sheet steel MCB

distribution board 250V on surface/recess complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, detachable gland plate,

628 34 interconnections, phosphatized and powder painted including earthing etc. Nos 28 2028.42 56,795.76

as required (but with out MCB/ RCCB/ Isolator) Warranty on DB is 3 years

(For Inverter and Servant quarters,1 no for lift)

8 Way(8+24) Way TPN MCB DD DB Horizontal Type suitable for Flush

mounting and Surface mounting with 100A Copper Bus Bar for

each phase, with neutral Bus bar, Earth Bar & Cable ties for cable

management, prefitted masking sheet, IP43-IK09 with metal

door(FOR GYM HALL)Warranty on DB is 3 years

Supplying and fixing 6 amps to 32 amps rating, 240 volts, C series,10KA

breaking capacity, single poles MCB of Make-LEGRAND-DX3/ Siemens-

Betaguard/ Schneider- Acti 9/eq. Model of

630 36 ABB/LK/Hager/C&S/Havells/Panasonic. the existing MCB DB complete Nos 1000.00 378.78 3,78,780.00

with connections as per direction of Engg.-in-Charge. .Warranty on MCB

Supplying and fixing 63 Amps rating,C series,10KA breaking capacity, 2P,

240 volts, RCCB 30mA . /Eq. model of

ABB/Hagar/LK/Havells/C&S/Panasonic in the existing MCB DB complete

631 37 with connections, testing and commissioning etc. as required as per Nos 42.00 2624.32 1,10,221.44

direction of Engg.-in-Charge. . The RCCB should be Replacement

Warranty will be 3 years.

Supplying and fixing 25 Amps rating,C series,10KA breaking capacity, 2P,

240 volts, RCCB 30mA . in the existing MCB DB complete with

632 38 connections, testing and commissioning etc. as required as per direction Nos 42.00 1996.56 83,855.52

of Engg.-in-Charge. . The RCCB should be Replacement Warranty will

Supplying and fixing 25 amps rating, 415 volts, C series,10KA breaking

capacity, FOUR poles MCB of in the existing MCB DB complete with

connections as per direction of Engg.-in-Charge. .Warranty on MCB is 3 Nos 2.00 2065.00 4,130.00

Supplying and fixing 32amps rating,double pole mcb type changeover

240 volts, C series,10KA breaking capacity, of the existing MCB DB

634 40 complete with connections as per direction of Engg.-in-Charge. Nos 2.00 3182.46 6,364.92

.Warranty on MCB is 3 years.(raw source+solar) for commonarea

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supplying and fixing 63Amps rating,C series,10KA breaking capacity, 4P

415 volts MCB in the existing MCB DB in the existing MCB DB

635 41 complete with connections as per direction of Engg.-in-Charge..The MCB Nos 4.00 3499.88 13,999.52

should be Replacement Warranty will be 3 years.

Supplying and fixing 63Amps 4P 415 volts RCCB 30 mA in the existing

MCB DB in the existing MCB DB complete with connections as per

direction of Engg.-in-Charge..The MCB should be Replacement Warranty Nos 4.00 6182.02 24,728.08

will be 3 years.

637 43 (Earthing) INSTALLATION

S/IT/C Of Earthing withG.I earth plate 600 mm x 600mm x 6 mm thick ISI

marked including accessories and providing masonary with cover plate

638 44 having loccking arrangement and watering pipe etc (WITH charcoal Nos 12.00 7670.00 92,040.00

and salt) as required as per direction of Engg.-in-Charge.

Providing and fixing 6 SWG G.I wire on surface or in recess for loop

earthing as required.as per direction of Engg.-in-Charge.

Providing and fixing 25mm x 5 mm G.I strip on surface or in recess for

connections etc. as required as per direction of Engg.-in-Charge.(DOUBLE

RUN TO MAIN PANEL & APFC PANEL ,AC PANEL) Mtr 380.00 177.00 67,260.00 0.00

641 47 CABLING AND END TERMINATION MAIN AREA

Supplying of one number PVC insulated armoured and PVC sheathed

XLPE Property AL. conductor power cable of 1.1 KV grade of

following size cables as per direction of Engg.-in-Charge.

645 51 4core x 16 sq mm (LIFT,SERVICES) Mtr 200 355.18 71,036.00

646 52 LAYING OF CABLE 0.00 0.00

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

size not exceeding 25 SQ. MM direct in ground in the trench in one

647 53 horizental formation including excavation ,sand coushing protection Mtr 100 182.90 18,290.00 0.00

covering and refilling the trench etc as required as per direction of Engg.-

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

size exceeding 25 SQ. MM but not exceeding 120 SQ. MM direct in

648 54 ground in the trench in one horizental formation including excavation Mtr 210 207.68 43,612.80

,sand coushing protection covering and refilling the trench etc as required

as per direction of Engg.-in -charge.

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

size exceeding 120 SQ. MM but not exceeding 400 SQ. MM direct in

ground in the trench in one horizental formation including excavation

649 55 ,sand coushing protection covering and refilling the trench etc as required Mtr 340 193.52 65,796.80 0.00

as per direction of Engg.-in -charge.

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

650 56 size not exceeding 25 SQ. MM in surface with shaddle and screw etc as Mtr 100 121.54 12,154.00 0.00

required as per direction of Engg.-in -charge.

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

size not exceeding 120 SQ. MM From 25 SQ. MM in surface with

shaddle and screw etc as required as per direction of Engg.-in -charge. Mtr 10 186.44 1,864.40 0.00

Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade

size not exceeding 400 SQ. MM From 120 SQ. MM in surface with

shaddle and screw etc as required as per direction of Engg.-in -charge.

Supplying and making end termination with brass double compression

653 59 gland and aluminium lugs for following mentioned size cable.as per 0.00 0.00

direction of Engg.-in-Charge.

Providing,fixing and laying of fallowing dia G.I. pipe (medium class) in

657 63 ground complete with G.I fitting incl. trenching(75 mm depth)and refilling

as per direction of Engg.-in-Charge.

Supplying,laying of 3cx2.5 sq.mm copper flexible cable with insulated

cover of reputed make,ISI marked with all other concerned materials as

per direction of Engg.-in-Charge. Ncessary test report & Warrnaty

659 65 certificate to be submitted to the department for genuinity of product & to mtrs 400 128.62 51,448.00 0.00

avail free after sales service within warranty period for acceptance of

661 67 MAIN METERING PANEL

S/I/T&Commissioning of LT indoor floor mounted cubical type

METERING electrical main panel (for QTR) made out by 2mm CRCA

steel sheet duly derusted & pented by simens gray powder cote paint is

662 68 designed as G.A drawing as per direction of Engg.-in-Charge. Set 2 4,19,844.00 8,39,688.00

40x10mm Separate Aluminium Earth bus bar is to be provided.

In commer- 01 number of 400 Amps 4P MCCB Icu=100%Ics,,36KA LSIG

MCCB with micro processor based release( legrand-dpx3 /Siemens-3va/

schneider-cvs with 160A 4P changeover switch

Busbar- 04 numbers of 500Amps Electrolytic copper busbar with

1.6A/SQ.MM current carring capacity.Busbar duly sleeved by color

coated PVC sleeve & supported by suitable size DMC insulator.

Out going- (i) 63A 2P MCB rating,10 KA breaking capacity,C

665 71 series, MCB 23 nos with space for 23 nos 10-60A 1PH KWH 0.00 0.00

Meter digital type for each quarter .

Out going- (ii) 25A 2P MCB rating,10 KA breaking capacity,C

666 72 series, MCB Schneider-acti 9)6no 10-40A 1PH KWH Meter 0.00 0.00

digital type for common area.

Out going- (iii) 63A 4P MCCB rating,16 KA breaking capacity 04

nos along with space for 3 Phase KWH meter for LIFT .

Out going- (iv) 32A 2P MCB rating,10 KA breaking capacity,C

668 74 series, MCB 2 nos with space for 6no 10-40A 1PH KWH Meter 0.00 0.00

digital type for common area.

Out going- (v) 01 number of 125 Amps 4P MCCB

669 75 Icu=100%Ics,,25KA LSIG MCCB with TMR BASED RELEASE & 0.00 0.00

SPACE FOR KWH METER

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Instrument- (i) 06 numbers phase indicating lamp with toggle

switch & HRC fuse.

(ii) 02 set of digital type multifunction meter with CT for

voltage,current,frequency,PF,THD indication .

(iii)1 no. 3P+N 40kA type 1+2 SPD with 63A rating,10KA

breaking capacity ,4P MCB

673 79 GYM & COMMON PANEL 0.00

S/I/T&Commissioning of LT indoor floor mounted cubical type

electrical main panel (for both light and power circuit) made out by

2mm CRCA steel sheet duly derusted & painted by simens grey

powder cote paint is designed as G.A drawing. (FOR ALL MAIN

CONNECTED LOAD) BUILDING POWER/AC)as per direction of

674 80 Engg.-in-Charge. Warrentee period of replacement of panel & Set 2 1,21,695.76 2,43,391.52

accessories must be 3 years & compelete test certificate

must be submitted along with panel board including

component list. Type 2 SPD 3P+N 40kA shall be installed in

the incomer. 20X10MM Separate Aluminium Earth bus bar

should be installed.

In commer - 01 no 125A 4P MCCB 25kA, with ROM & S. Link.

675 81 withTMR based release with adjustable overload & SPACE FOR

Busbar- 04 numbers of 250Amps, Electrolytic copper busbar duly

676 82 sleeved by color coded PVC sleeve & supported by suitable size

677 83 Out going- 06 nos 63A 4P MCB 10kA,C series for power BDB.

Instrument- (i) 03 numbers phase indicating lamp with toggle

switch & HRC fuse.

(ii) 01 set of MFM with CTS.(DIGITAL)(Sicure/L&T,CT-KAPPA or

equievalant make & model)

680 86 CABLE TRAY 0.00

Supplying,fixing of perforated cable trays with horizental & vertical

bends,reducers ,tees,crossover,brakets & other accessories ar

requited confirming to IS-IEC -61537 ,the cable tray shall be

galvanised for corrosion protection confirming to DIN EN

10346/ISO 1461. Size 60mm(H) x 200mm(W) of .The Load

bearing capacity of the Cable Trays should be minimum of

104.8Kg/meter at the span of 1.5Meter as per UL specifications

as required as per direction of Engg.-in-Charge.

682 88 16 PASSENGER-cum-stretcher LIFT WITH WIRRING(1.1)

Supply,Installation, Testing & Commissioning of of 16 Passenger-

cum-stretcher lift gearless with Machine room Capacity,Elevator

G+5 Floors (Shaft size should not be less than-2300mm(Left to

right)x2500mm(Front to back)) (Min. Car size-1300mmx2000mm,

car opening should not be less than 1000mm) with ACVVVF

drive/Control for constant load of 1088 kg ARD 1.25 MPS, SS

honeycomb interior ,2hr fire rated door with simplex

operation without attendant car position indicators,battery

operated alarm bell & emegency light,SS honeycomb finish

door finished car interior, recess Granite flooring ,power

operated centre opening automatic sliding SS honeycomb

finish doors for car entrance & hoist way entrance etc .All SS

materials shall be of grade SS-304 with thickness not less JOB 1.00 2655944.00 26,55,944.00

than 1.6mm. Machine beams,buffer support channels,facia

plate including sills pit ladder metal screen in Elevator pit

etc.as per specifiaction including cost of (i)Overload

detection,(ii)Voice announcement,(iii) Intercom,(iv)Braille

Buttons with all Civil & Electrical works required for

installation of Elevator in the existing lift well and machine

room,scaffolding ,floor cutting including Fireman's switch

complete in all respect.The Elevator should be suitable for

physically handicapped person.

684 90 8 PASSENGER LIFT WITH WIRRING(1.1) 0.00 0.00

Supply,Installation, Testing & Commissioning of of 8

Passenger lift gearless with Machine room

Capacity,Elevator S+7 Floors (Shaft size should not be less

than-1900mm(Left to right)x1900mm(Front to back)) (Min.

Car size-1300mmx1100mm, car opening should not be less

than 800mm) with ACVVVF drive/Control for constant load of

544 kg ARD 1.25 MPS SS honeycomb interior ,2hr fire

rated door with simplex operation without attendant car

position indicators,battery operated alarm bell & emegency

light,SS honeycomb finish door finished car interior, recess

Granite flooring ,power operated centre opening automatic

685 91 sliding SS honeycomb finish doors for car entrance & hoist JOB 1 2190375.00 21,90,375.00

way entrance etc .All SS materials shall be of grade SS-304

with thickness not less than 1.6mm. Machine beams,buffer

support channels,facia plate including sills pit ladder metal

screen in Elevator pit etc.as per specifiaction including cost of

(i)Overload detection,(ii)Voice announcement,(iii)

Intercom,(iv)Braille Buttons with all Civil & Electrical works

required for installation of Elevator in the existing lift well and

machine room,scaffolding ,floor cutting including Fireman's

switch complete in all respect.The Elevator should be

suitable for physically handicapped person.

686 92 Lightening Protection

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Lightning Protection :- Supply of 8 mm Aluminum Round

687 93 Conductor.Tested as per IEC 62561. as per direction of Mtr 650 175.82 1,14,283.00

engineer in charge.

Supply of Roof conductor holder for parapet- Polyamide

Conductor holder:With M8 female thread or diameter 7mm, M8 Screw to

688 94 connect the conductor holder.Weather and temperature resistant from -35 No 600 60.18 36,108.00

to +90 degree Celsius tested. Conductor holder @ 1 meter

distance.Tested as per IEC 62561. as per direction of engineer in charge.

Supply of Polyamide roof cable holder for flat roof:

DIN 48829 Form B1. Closed form with bottom. Filling weight

689 95 1Kg (frost-resistant concrete). Sleeve from polyethylene, No 100 234.82 23,482.00

black @ 1 meter distance. Tested as per IEC 62561.

Supply of Connector: For T cross and parallel connectors.

Quick installation using hexagonal bolt M10X30 high-grade

hot dip galvanised. Tested as per IEC

62561.(2nos/expansion piece ).

Supply of 1 mtr vertical air terminal with mounting

accessories on the flat surface to meet the requirements of

691 97 IS/IEC 62305. Tested for Electrical , mechanical and No 20 1373.52 27,470.40

chemical as per IEC 62561. Tested for 100kA lightning

Supply of Vertical air terminal with accessories:Providing of

Air terminals as per IS-IEC -62305 part-3 Nominal size

Ø10/16 mm aluminium rod: 3 Mtr Airterminal: semi-hard (E-

692 98 AlMgSiO5 corresponds to DIN 48801) Suitable for high wind No 8 3724.08 29,792.64

load. Tested as per IEC 62561.

Supply for Providing of Stand for Fang Fix system 16 kg with

base and clamp ,made up of frost resistant concrete and

clamp tested upto 100KA lightning current .

Supply for Providing of Stand for Fang Fix system 16 kg

made up of frost resistant concrete.

Supply of Test Joint (Folding Clamp) suitable to connect 8mm

round conductor and max by 30x3 mm GI strip as specified in

695 101 drawing and directed by Engineer. Mtr 16 448.40 7,174.40

Tested for 100kA lightning current.

Supply of IP 66 Poly Propylene Junction Box. Installation at

696 102 1Mtr Height For Test Joint .Internal dimensions: 100x100x48 No 16 326.86 5,229.76

Supply of Galvanised Steel Flat 30X3 mm thickness from

earth electrode directly in ground as required. Flat conductor

Hot Dipped Galvanized. Tested as per IEC 62561.

Supply for Providing of Cross connector for Flat: Suitable for

30mm Galvanised steel strip. Installed with 4 nos of

hexagonal plate. Tested for 100kA lightning current.

Supply of flat conductor holder- Fit: FL 30, With mounting

hole 6.2 x 22 mm, With 2 cylinder bolts M6 x 16 and over-

699 105 piece from hot-dip galvanised steel, Bottom section from No 44 307.98 13,551.12

polyamide, black.Tested as per IEC 62561. Make-OBO/Dehn

Supply for Providing of Plastic Corrosion Protection strip:

700 106 Approx 1.1 mm thick. Width 50mm. Made of petrolatum- No 6 1037.22 6,223.32

coated chemical fibre fabric.

Supply of UL Listed maintenance free ,Low carbon copper

coated earth rod of 3 metre electrode having diameter of 17.2

mm with copper coating thickness of 250micron tested as per

Supply of universal clamp made of SS to connect rod with flat

Supply of Earth conductivity enhancing mineral compound

703 109 shall be of 25 kg/pit tested as per IEC 62561-7,TCLP tested No 16 3348.84 53,581.44

Supply of The above arrangements shall be provided with

Heavy duty earth champer of 5000kg load bearing capacity to

704 110 ensure the safety of earthing system. No 16 2559.42 40,950.72

Installation of The above arrangements including all

accessories as per Direction of Engg. In charge.

706 112 6 KVA OFF GRID SOLAR SYSTEM

Supply, fitting and fixing of 545 w Mono PERC Half cut

707 113 Solar Panel as per direction of engineer in charge. Nos 14 21865.40 3,06,115.60

Warranty: 25 years

Supply, fitting and fixing of 6 KVA/48V MPPT Off-grid Solar

Warranty: 2 years

Supply, fitting and fixing of 150 Ah C10 Solar Battery

Warranty: 5 years Full free replacement

Supply, fitting and fixing of GI module mounting structure

Supply, fitting and fixing of 3 in1 out DCDB with HRC Fuse,

DC MCB and DC SPD

Supply, fitting and fixing of 1 in1 out ACDB with AC MCB and

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supply, fitting and fixing 4 sq. mm XLPE type Solar DC

Supply, fitting and fixing of 10 sq. mm XLPE type Solar DC

Supply, fitting and fixing of 10 sq. mm AC Cable for Input

Supply, fitting and fixing of 6 sq mm AC Cable for Output

Supply, fitting and fixing of 4 sq mm AC Cable for Earthing

Supply, fitting and fixing of 1.2 mtr. Copper Bonded Spike

Type Lighting Arrester with GI Pipe

Supply and Earthing Work (Earthing Electrode, Chemical

719 125 Backfill Compound, GI Earthing Strip, Pit Cover and Other Nos 3.00 14160.00 42,480.00

Accessories ( PVC conduit pipe, C-clip, Cable tie, PVC tape,

Anchor Bolt, Nut, Bolt, MC4 Connector and etc.)

721 127 Civil Work and GI battery stand set 1.00 11210.00 11,210.00

722 128 POWER SUPPLY ARRANGEMENT

723 129 PART-A, 11KV DP with isolator

Top Channel 100X50X5mm,each channel length 3.25

11 KV 400 AMP Double break (Turn & twist center set 1.00 53035.10 53,035.10

rotating)isolator with earth switch with PI(Porcelain)

Isolator Side Support Channel 100X50X5mm,9.56

727 133 KG/Mtr., each channel length 0.35 mtr., 2 no's channel Kg 4.00 119.18 476.72

728 134 Channel support for downpipe Kg 5.71 119.18 680.76

Double Pole Belting Channel 75X40X4.8mm.,each

channel length 2.8 Mtr

50X50X6mm.GI Bracing Angle, 4.5Kg./mtr., each angle

length 3.432 mtr.

731 137 Fish Plate 50X8 mm.,each 0.280 mtr. Length Kg 3.00 119.18 357.54

Back Clamp for danger Plate 25X3 mm. flat, length of

734 140 GI barbed wire anticlimbing device Kg 6.00 123.95 743.68

Back Clamp for Barbed wire anticlimbing device

25X3mm. flat,length of 0.510mtr

737 143 Earthing of Support ( Coil Type ) No 2.00 257.19 514.39

739 145 CLAMP PG FOR 148 SQMM AAA COND No 6.00 960.59 5,763.54

740 146 GI Nut , Bolt & Washer of different sizes Kg 16.00 120.84 1,933.50

742 148 H.T 33kV Stay set (Complete) Set 4.00 1626.81 6,507.23

743 149 H.T Stay Insulator No 8.00 77.47 619.74

40mm nominal bore GI pipe (medium gauge) earthing

device with 3 mtr .Long

748 154 Yellow Colour Paint for Background L 2.00 253.58 507.16

749 155 Civil & Services 0.00

750 156 Installaion of WPB 160x152, 13 mtr pole Each 2.00 10080.24 20,160.49

751 157 Fixing of 11kv stay set with concreting Each 2.00 2984.27 5,968.53

752 158 ITC of earthing pipe with EC Each 1.00 3049.82 3,049.82

753 159 Cable Termination to RMU from Bus-Bar

754 160 3C x 120 mm2 11KV XLPE Cable (Armoured), A2XFY Mtr 88.00 1972.43 1,73,573.75

Heat Shrinkable jointing kit for 3Cx120 mm sq. XLPE

Cable (Indoor type)

Heat shrinkable jointing kit for 3Cx120 mm2 11 KV

XLPE Cable ((Outdoor type))

759 165 11KV Lightening Arresters (10KA) Nos. 3.00 7746.70 23,240.10

GI pipe Earthing 40mm dia medium gauge 2.5mtr long

(2 no. for LA & 2nos. For Cable)

762 168 GI Nut , Bolt & Washer of different sizes Kg. 5.00 120.84 604.22

Material for earthing including masonary work for earth

pit, salt, charcoal and RCC cover

Earth work excavation of soil (1mtr. width X 1.2mtr.

depth)-Route Length

Excavation the cable trench length by providing all

necessary tool, Manpower, pump etc suitable for HT &

LT Cable laying.BA will supply neccessry barricades at

the excavation site.

Supply of all necessary Manpower, Tool, Tackles,

766 172 Barricades, Dewatering pump, Gunny M3 13.00 2096.84 27,258.87

bags,Compressor for excavation in Hard Surface.

Back filling the cable excvation site with same earth.BA

767 173 will provide necessary Tools,Machinery & Manpower M3 21.00 243.82 5,120.29

for the activity.

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Laying of HDPE from size 110mm to 200mm in open

trench, ground etc.Laying of HDPE pipe inside open

trench / Pole mounting/Tower mounting.Scope also

includes providing and laying all required consumable

etc. for collar fixing and sealing of Pipe. (Excavation is

Supply of allnecessary Tools, Machinary, Manpower for

769 175 laying of 33KV 3C Cable ( 70sqmm to 630Sqmm) in M 12.00 119.38 1,432.57

Trench or HDPE Pipe/Hum Pipe

770 176 PART-C,Installation of SS+1X250 KVA

Supply, erection, testing and commissioning 11KV/0.433KV,

250KVA, Outdoor Duty, Oil cooled type, Two winding, low

loss and low noise design, Three phase, 50Hz, ONAN

cooled, vector group Dyn11 & Percentage of impedance 5%

as per IS 2026 ( Part-1)with no negative tolerance, having

cable box on HV side and LV side with extended bus bar

support for cable connections with all accessories as

required. Load losses shall be as per IS 2026(part-1) The

losses figures as indicated while submitting GTP, shall be

maximum and shall not have any positive tolerance. The

transformer OLTC shall have the tapings of +5% -15% in

steps of 1.25%. The transformer should

be tested by TPSODL at each stage during manufacturing at

the factory. The test certificates must be submitted before

774 180 40mm nominal bore GI pipe (medium gauge) earthing No. 6.00 2017.25 12,103.47

775 181 G.I. .Bolts, Nuts & Washers. Kg. 6.00 142.60 855.62

Plinth for PTR with foundation(SIZE 1.5MX1M X1M W)

with concreet plastering inside the base of transformer

as per the direction of concern distribution agency and

776 182 approval foundation drawing including foundation base No 1.00 21214.04 21,214.04

for installation as required as per norm & all required

accessories required to complete the job including

excavation & refilling as required.

Cement Concreting for support with C.C. 1:3:6 by using

4cm size hard granite metal=0.45

mtrx0.45mtrx1.5mtr=0.3037 Cum @4158.84=0.3037x

Rs.4158.84 =Rs.1263.24 or Rs.1263.00+ Couping CC

1:3:6 by using 12 mm HBG metal

Installation of Earthing pipe with 40mm dia. 3 Mtr long

GI Pipe & include supply of all required material like

778 184 Salt, Charcoal, Nuts-Bolt ,PVC Pipe PCC & brick work No 3.00 2878.20 8,634.59

for earthing chamber (Size: 2'x2') & RCC or other

suitable slab cover

Liasoning charges towards preparation of 11KV HT

Application for --KVA of Maximum Demand and

submitting tpsodl, co-ordinate with EB officials,

checking load feasibility, getting Load sanction

approval, submitting the CEIG's safety certificate to EB

officials to energise and commissioning HT Power

connection at your premises. All the official charges will

be remitted by the client against the documents.(

780 186 Sub-Total of Electrical Works 44,15,548.20 1,27,93,132.48

781 Firefighting Works 0.00 0.00

Supplying, installation, testing and commissioning of Electric

Motor Driven Pressurization Terrace Pump having discharge

782 1 of 900 LPM at 35 Mtr head complete with Pump Set, Electric Nos 1 95087.94 0.00 95,087.94

Motor suitable for operation on 415 V ,3 ph, 50 c/s AC supply

Supply, installation, testing and commissioning of Floor/Wall

mounted sectionalised, front operated top entry dust and

vermin proof M.V.Panel Boards suitable for operation at

415V, 3 phase, 4 wire, 50Hz distribution system fabricated

out of 2.0 mm thick CRCA sheet, insulated busbar with heat

shrienkable PVC sleeve, base frame, complete with all

accessories including interconnections, earth bus etc as

required comprising of One (1)- 63 Amp, 10 KA,TPN (Class-

C) MCB with 3 Nos Phase indicating lamps with control fuse/

MCB, Digital Voltmeter with selector switch. DOL starter with

O/L and Single Phasing Preventor suitable for 7.5 HP motor.

ON/OFF indication lamps, Auto manual switch and ON/OFF

push button.as per direction of engineer in charge Control

panel for fire pumps for auto action.

1100 V GRADE POWER/CONTROL CABLES :SITC of

PVC outer sheateh, steel armoured, aluminium, 1100v

785 4 grade power

2 C x 1.5 cables with glands etc. The minimum size of the

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

786 5 PIPE & VALVES ETC.

Supply,Installation,Testing & Commissioning of 'C' Class

heavy duty MS pipe (as per IS 1239 upto 100 mm NB and IS

3589 for above 100 mm 6.33mm thick) with flanges and fitting

such as bends, tees, reducers, rubber insertions and

galvanized nuts and bolts of following size on surface along

787 6 wall / shaft with MS bracket, suspended from ceiling/ beam

with suspenders duly painted with two coats of primer and

finished with enamel paint of approved colour laid through

pipe or in trench after wrapping with hassen cloth after

applying coal tar primer as required as per direction of

Providing, fixing, testing and commissioning of following size

manually operated hand lever type cast iron double flanged

slim seal wafer type Butterfly valves with EPDM iron disc as

per IS-13095 having pressure ratting PN -1.60 including fixing

the same with supply of required jointing materials like rubber

insertion, MS nuts & bolts, paint etc. and testing the joints

with required water pressure etc. all complete as per

specification & direction of E.I.C.

Providing, fitting & fixing of following size cast iron double

flanged type dual plate Non return Valve as per IS- 5312

(Part 1): 2004 with ISI mark of pressure ratting PN-1.60

including fixing the same with supply of required jointing

materials like flanges, rubber insertion, MS nuts & bolts, paint

etc. and testing the joints with required water pressure etc. all

complete as per specification & direction of Engineer-in-

Supply,Installation,Testing & Commissioning of Pressure

gauge of 0-16 Kgf/sq.cm. range with cut-off bronze ball

valves of suitable size with all accessories as per direction of

Engineer-in-charge.

Supply,Installation,Testing & Commissioning of Pressure

Switch with cut-off bronze ball valves with integral strainer &

795 14 flare nut (mixed ends) of suitable size with all accessories as Nos 2.00 3740.60 7,481.20

per direction of Engineer-in-charge.

Supply,Installation,Testing & Commissioning of stainless

steel strainer fabricated out of 1.6 mm thick stainless steel

sheet Y Stainer with 3 mm dia hloes with stainless steel

flange as required.

798 17 DOWN COMER SYSTEM

Supply,Installation,Testing & Commissioning of Stainless

steel Hydrant Valve / Landing valve, of 63 mm NB size, type-

799 18 A, single headed , oblique type, as per IS :5290/93 and as per Nos 12.00 8130.20 97,562.40

direction of Engineer-in-charge.

Supply,Installation,Testing & Commissioning of SS short

branch pipe with 63 mm male inlet and 19 mm outlet nozzle,

as per IS:903 and as per direction of Engineer-in-charge.

Supply,Installation,Testing & Commissioning of 63 mm NB

and 15meter long RRL Fire Hose fitted with 63mm

801 20 intstantaneous stainless steel male & female SS coupling, Nos 24.00 6926.60 1,66,238.40

complete by GI wire binding for Internal Hydrant as per

direction of Engineer-in-charge.

Providing supply & fixing of MS Hose Box for of suitable

size(750X600X250mm) to accomodate 2 nos. of 15/ 1 no of

30 mtr long fire hose and a branch pipe, wall mounted type as

per direction of Engineer-in-charge. =

Supply,Installation,Testing & Commissioning of Swinging

pattern wall fixing first aid hose reel made from MS sheet and

waterways and moving parts with rubber hose of 20 mm dia.

803 22 and 30 mtrs. long with ABS(Plastic) shut-off nozzle as per IS: Nos 12.00 9765.68 1,17,188.16

444/IS: 12585 Type-I., complete with all accessories as per

direction of Engineer-in-charge.

Providing, fitting and fixing of C.I. 25 MM single air relief valve

with stop cock confirming to IS:14845/2000 with ISI mark for

water works purpose including fixing the same with hydrant

804 23 riser including testing & commissioning the system etc. all Nos 2.00 1699.20 3,398.40

complete as per approved specification & direction of

Engineer-in-charge.

Providing, fitting & fixing of 2-Way GM fire brigade connection

consisting of 63 mm dia instantaneous type male couplings

with built-in check valves, 150mm dia flanged outlet complete

805 24 with bolts, nuts and rubber insertions confirming to IS:904 Nos 4.00 6974.98 27,899.92

with ISI mark including testing & commissioning the system

etc. all complete as per apporoved specification & direction of

806 25 EXTINGUISHER SYSTEM

Supply,Installation,Testing and Commisioning of ISI marked

807 26 (IS:2878) Fire Extinguisher ,Carbon di-oxide type capacity Nos 12 9086.00 1,09,032.00

4.5kg with all accessories

Schedule Non-Schedule Non-Schedule

Abs. Sr. Head Description of Item Unit Qnty. Schedule Amount

Rate Rate Amount

Supply,Installation,Testing and Commisioning of ISI marked

808 27 (IS:2878) Fire Extinguisher ,ABC type capacity 6kg with all Nos 12 3851.52 46,218.24

Fire buckets (FILLED WITH SAND) round bottom type

enamel painted, white inside & Red out side and Letter

"FIRE" in black out side and handle with mounting bracket.

810 29 SIGNAGES

Floor identification signage (i.e, GROUND FLOOR… ETC.,)

at each stair enclosure on every floor, indicating the floor

811 30 number in words, lettering size shall be 7.5cm with Nos 12.00 1475.00 17,700.00

contrasting colour from back ground. Size shall be 15cm *

Fire Exit signage at each stair on every floor, indicating the

812 31 direction of fire exit, lettering size shall be 7.5 cm with Nos 12.00 896.80 10,761.60

contrasting color from back ground. Size shall be 15cm x

Providing and fixing in position the signage of " Fire

813 32 Extinguisher " to be fixed above the every extinguisher. Nos 24.00 896.80 21,523.20

Providing and fixing in position the signage of " Fire Hydrant

814 33 & Hose Reel " to be fixed near the every fire shaft at all Nos 12.00 896.80 10,761.60

floors. . Size 6" x 8"

815 34 Providing and fixing the signages "Entry/Exit".Size-4"x12". Nos 12.00 896.80 10,761.60

Manual Fire AlarmSystem-:Supply, installation, testing

and commissioning of Conventional type Main Fire Alarm

Control Panel (FACP), the panel shall be conventional

type fire detection and alarm system with capacity of 4

816 35 zone complete with all accessories and battery back up for 48 Nos. 2.00 38350.00 76,700.00

hours in standby mode and 15 minutes in alarm condition.

The panel shall have minimum of 80 character display

complete accessories.

Supplying, installing, testing and commissioning of

817 36 conventional type Manual call point with all accessories Nos. 12.00 1687.40 20,248.80

complete. The device

Supplying, installing, testing and commissioning of

818 37 conventional type Hooter at 85 dBA @ 3m for Audible Nos. 12.00 2100.40 25,204.80

annunciation and 75cd flashing at 1 Hz for visual indication

with all accessories etc., complete.

Supplying, installing, testing and commissioning of 2C x 1.5

sq. mm, Twisted Pair PVC insulated FRLS unarmored Cable

with Accessories confirming to IS standards and

specifications. The quoted rate shall includes of Acrylic

Fire stop Sealant in the opening for cables passing

through fire compartment walls of RCC floors, masonry walls

to provide up to 2 hours fire rating.

Supplying, installation, testing & commissioning of 6W wall-

820 39 mounted speakers complete as required. No. 12.00 3304.00 39,648.00

Supply, Installation, Testing & Commissioning of 250W Class-

D, Public Address System compatible for Fire Alarm Panels - for

the purpose of making announcements, conveying information and

messages needed in a particular location or zone - The consoles

comes in a range begins from not less than 16 Zone. This console

is user friendly system with option of zone selection for individual

zone announcement and common announcement through goose

neck/handheld microphones, It should have functioned like audio

playing, zone control fault monitoring, log recording, volume

control and amplifier switch over etc all complete as per

specification & direction of EIC.

Supply,installation,testing and commissioning of 9U Rack

Standard for Racks configuration will be welded frame integrated

with side panel and vented top cover with fan mounting provision,

associated with Front Glass Door with Lock & Key and Back Metal

822 41 Door with Lock & Key and freestanding on floor with 4 No casters No. 1.00 27140.00 27,140.00

wheels with 2 No with brakes and 2 No without brakes Available in

6RU ~32RU Variants with 600 Depth configurations and 600

Width configurations Floor Mount Racks - FM Series.

823 42 Sub-Total of Fire Fightening Works 0.00 20,90,430.18