ARC work of maintenance of existing asphalt road & construction of Entrance Gate, SWD & upgradation of roads at Chhatral Notified Area G.I.D.C. with Five years free maintenance guarantee period.

Name of Work: : ARC work of maintenance of existing asphalt road & construction of

Entrance Gate, SWD & upgradation of roads at Chhatral Notified Area G.I.D.C. with Five

years free maintenance guarantee period.

Item Description of Items Qty. Unit Rate Amount

1 Box cutting the road surface to proper 979.20 Cum 109.24

slope and camber for making a base for

road work including removing the

excavated stuff and depositing on the

road side slope as directed within the

estate. The item is inclusive of breaking

RCC structures/ asphalt road & disposal

of the same outside estate.

2 Scarifying gravelled macadam or 22,322.70 Sqm 42.76

bitumen macadam surface 6 cm to 10 cm.

depth including stacking useful

materials on road side and disposing off

remaining stuff.

3 Earth work in embankment having 510.00 Cum 177.91

minimum CBR 6, using yellow earth

brought from out side having PI value

less than 15, FSI < 50 incl. carting,

spreading ,braking clods, dressing,

rolling, watering, consolidation in layers

not exceeding 200 mm thickness at OMC

to required dry density including filling

the depressions etc. using vibratory road

roller 8 to 10 tonne capacity.

4 Construction of granular sub‐base by 204.00 CUM 1840.9

providing & laying of compacted

thickness of 200 mm Grading 5th

Granular sub base (GSB) in layers of (150

mm with geocell + 50 mm) of graded

granular material consisting of machine

cut black trap stone aggregate as per

grading ‐ V given in table 400‐1 of the

specification MORT&H and compactor to

the required density with vibratory

roller in all seasons as per MORT&H

maintaining the required slope & grade

during the operation as approved by the

engineer in charge & watering to the

proper moisture content and sprinkled

with the help of truck mounted water

tank fitted with suitable arrangement.

(fully saturated having CBR value

5 Providing, laying, spreading and 1,716.18 CUM 2126.68

compacting graded stone aggregate to

wet mix macadam (260 mm thickness)

specification including premixing the

materials with water at OMC in

mechanical mix plant carriage of mixed

materials by tipper to site, laying in

uniform layers (Layer should not be

more than 200 mm)with paver in sub

base/base course on well prepared

surface and camber with Sensor paver

consolidation by vibratory road roller to

achieve the desired density by using

machine crushed chips as per required

gradation mixing with required

optimum quantity of water incl material,

labour, plant and machinery and

equipment etc. complete by plant mix

method. ( Using mechanical paver ) .

6 Providing and applying primer coat with 1,020.00 SQM 79.8

bitumen emulsion SS1 on prepared

surface of granular Base including

clearing of road surface and spraying

primer at the rate of 0.70 kg/sqm using

mechanical means.

7 Providing & laying compacted 50 mm 1,401.00 MT 7143.75

thick dense graded bituminous

macadam (DBM) Grade‐II in Single layer

using 100‐120 TPH batch type HMP with

tack coat at the rate of 2.5 kg / 10 m2

(VG10) in each using crushed aggregates

of specified grading premixed with

bituminous binder @ 4.5% ( VG ‐ 40)

bitumen by weight of total mix and filler

, transporting the hot mix to work site

laying with a hydrostatic paver finisher

with sensor control with full road carpet

width (Single screed) or as directed by

Engineer in charge to the required grade,

level and alignment, rolling with smooth

wheeled roller, intermediate rolling 8‐

10 tonnes dead weight or vibratory

roller & pneumatic tire roller of 12 to

tonnes weight having sufficient width

and pressure & the finishing rolling shall

be done with 6 to 8 tonnes smooth

wheeled tendem rollers to achieve the

desired compaction as per MORT&H

specification etc complete in all respects.

The agency shall have to get the mix

design done from approved laboratory

and submit to the Engineer in charge for

approval.(Va = 3.5% & Vbe= 11.50%

must be considered in mix design ) If the

asphalt (bituminous) content is more

than above, the agency shall have to bear

the cost of additional asphalt. The

payment shall be done on the

permissible field density achieved on the

site instead of density derived in the mix

design. ( The density obtained by mix

design above 2.31 MT/M3 shall be boarn

8 Providing and laying compacted 40 mm 2,241.00 MT 8360.31

thick Bituminous Concrete ( BC ) Grade ‐

II in single layer using 100‐120 TPH

batch type hot mix plant and using

emulsion asphalt as a tack coat @ 2.5 kg

/ 10 sqm. (VG 10) in each using crushed

stone aggregate of specified gradation

and filler, Premix with VG‐40 grade

bituminous binder at 5.40 % by total

weight of mix & filler incl. transporting

the hot mix to work site and laying with

hydrostatic paver finisher having sensor

control with Full road carpet width (

Single screed) or as directed by Engineer

in charge to the required grade, level and

alignment, rolling with smooth wheeled

roller, intermediate rolling 8‐10 tonnes

dead weight or vibratory roller &

pneumatic tire roller of 12 to 15 tonnes

weight having sufficient width and

pressure & the finishing rolling shall be

done with 6 to 8 tonnes smooth wheeled

tendem rollers to achieve the desired

compaction as per MORT&H

specification etc complete in all respects.

The agency shall have to get the mix

design done from approved laboratory

and submit to the Engineer in charge for

approval (Va = 3.5% & Vbe= 11.50%

must be considered in mix design ). If the

asphalt (bituminous) content is more

than above, the agency shall have to bear

the cost of additional asphalt. The

payment shall be done on the

permissible field density achieved on the

site instead of density derived in the mix

design. ( The density obtained by mix

design above 2.36 MT/M3 shall be boarn

9 Providing and applying asphalt painting 23,342.70 SQM 80.21

with bitumen of VG 40 grade on

bituminous surface including clearing of

road surface and spraying Bitumen at the

rate of 0.60 kg / sqm using mechanical

10 Road marking with hot applied 7,294.59 SQM 367.72

thermoplastic paints with reflectorising

glass beads on bitumen surface

providing and laying a hot applied

thermoplastic compound 2.5 mm thick

including reflectorising glass beads @

250gms per sqm area, thickness of

2.5mm is excluding of surface applied

glass beds as per IRC:35‐2015. The

finished surface to be level, uniform and

free from streaks and holes. zebra patta

/bump patta lane/centre line/edge

line/cut patta. The white colour marking

should provide luminance coefficient on

cement road shall be min

mcd/m2/lux and Asphalt road shall be

mi n 100 mcd/m2/lux during the service

life during the day time. The marking

should meet the performance criteria for

night time reflectivity, wet reflectivity

and skid resistance as mentioned in the

section‐15 of IRC 35‐2015. Warranty for

the Retro reflectivity should be two

11 Supply, fabrication, and installation of a 2.00 NOS 79870

8‐meter high MS pole with a pile‐type

foundation, including a 50 sq. ft.

reflective signboard as per technical

specifications:

Main Shaft: 6‐meter MS pipe, 219 mm

diameter, 4.5 mm thickness. Top Shaft: 2‐

meter MS pipe, 219 mm diameter,

mm thickness, connected via flange

plates (350 x 16 mm) and GI bolts (60 x

16 mm). Signboard Frame & Support:

Supporting MS pipes (76 mm dia, 3.6 mm

thickness) and a square pipe frame (25 x

25 x 2.5 mm) measuring 3 meters x

meters. Base Assembly: Main base plate

(500 x 500 x 20 mm) with four MS

stiffeners (200 x 100 x 12 mm). Signage:

50 sq. ft. signboard using 3M reflective

material. Foundation Details (Pile Type):

Pedestal: 600 x 600 x 2000 mm size.

Concrete: M25 grade material (0.8 CMT).

Reinforcement Steel: Main bars (8 nos. of

16 mm TMT) and circular rings (8 mm

TMT at 150 mm C/C spacing). Anchor

Bolts: 4 nos. of GI foundation bolts (20 x

12 Providing and fixing pre‐cast concrete 2,000.00 NOS 374.92

kerb stone of gray cement based

concrete block 30cm length,30cm height

and 15cm thick of M250 grade concrete

OF Vyara, Kuber and Asian or equivalent

make as per approved design and

including excavation for fixing in proper

line and level, filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

13 Providing and fixing concrete paver 2,000.00 Sqm 957.63

blocks of M‐40 Grade manufactured by

vibro press compaction technology

(machine like Rekers ‐ Germany &

Columbia machine ‐USA only) , using

steel moulds of 80mm thick paver with

double layered shot blasted material at a

minimum crushing average of

400kg/cm2 compressive strength at

days of approved shape , pattern , finish

design and colour including bedding.

Items included leveling by using

vibratory plates compacted machine .

Item also includes all material , labour

equipments , tools , plants , watering

cleaning etc. Strictly White river sand to

be used for joint filling between the

pavers. (Manufacturers like Vyara tiles

Pm pavers or equivalent to be

14 Providing cement vata (10cm. x 10 cm. 2,000.00 Rmt 24.28

size) quarter round in cement mortar 1:1

including neat cement finishing,

watering etc. complete.

15 Providing and laying cement concrete 375.00 Cum 3084.89

1:3:6 (1 cement : 3 coarse sand :

machine crushed stone aggregates

mm nominal size) and curing complete

including cost of form work in: (a)

Foundation and Plinth

16 P/L reinforced concrete heavy duty non ‐ 500.00 Rmt 2706.6

pressure pipes with collar for culverts

incl. setting and joining the pipe in C.M.

1:2, watering and laying (To levl or

slope) of IS 458 / 1971 Class NP‐4 of

following diameters. 600 MM dia. Pipe

17 Constructing Manhole with Precast top 17.00 No 19349.63

slab in M25, foundation concrete 1:3:6

mix (1‐cement : 3‐coarse sand :6‐Brick

bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1‐

Cement : 3‐coarse sand) finished with a

floating coat of neat cement and making

channels in cement concrete 1:2:4 mix

(1‐Cement :2‐Coarse sand :4‐stone

aggregate 20mm nominal size) finished

smooth complete including curing and

festing (i) Inside size 900mm x 1200mm

and 1.5M. deep including Heavy duty

RCC/C.I. cover with frame size 560mm

diameter total weight of cover and frame

to be not less than 128 kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.) incl.

Providing and fixing PVC/ cast iron steps

of size 500mm x 150mm x 22.5mm and

painting with two coats of Anti‐corrosive

paint etc. complete.(A) With 230mm

thick walls of brick masonry using brick

having crushing strength not less than

35Kg. / Sq.cm. in Cement Mortar 1:5 (1‐

Cement: 5‐Coarse sand) (2) B type depth

18 Excavation for foundation upto 1.5 m 176.66 Cum.

depth including sorting out and stacking

of useful materials and disposing off the

excavated stuff within the Estate limit as

directed by the Engineer in charge.. (A)

Loose or soft soil 0 to 1.5 mt depth

19 ..do.. 1.5 to 3.0 mt. depth 132 Cum.

20 Providing & Laying 150 mm thick cement 32 Cum.

concrete 1:3:6 (1 cement : 3 coarse sand

: 6 Machine crushed stone aggregate

mm nominal size) and curing complete

incl. cost of from work in (A)

Foundation and Plinth

21 Providing and laying controlled cement 36 Cum.

concrete M 250 and curing complete,

including the cost of form work and

excluding cost of reinforcement for R.C.C.

work for column in foundation & plinth

(A) Foundations, footing base of columns

and mass concrete

22 Providing and laying controlled cement 32 Cum.

concrete M 250 and curing complete,

including the cost of form work and

excluding cost of reinforcement for R.C.C.

work for Beam up to second floor

23 Providing and laying controlled cement 68 Cum.

concrete M 250 and curing complete,

including the cost of form work and

excluding cost of reinforcement for R.C.C.

work for column up to second floor

24 Filling in plinth with excavated earth 143 Cum.

(Excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

exceeding 20 cm. In depth consolidating

each deposited layer by ramming and

25 Providing thermo mechanically treated 18143.6 Kg

bars (TMT Bars) confirming to IS

1786/FE 500D for R.C.C. works

includings bendings binding and placing

in position complete upto floor two level

26 Brick work using common burnt clay 36 Cum. 4,214.09

building bricks having crushing strength

not less than 35 Kg./Sq. Cm. in

foundation and plinth in cement mortar

1:6 (1 cement 6 find sand) (B)

27 Extra for brick work in superstructure 16 Cum. 4,502.81

above plinth level upto floor two level

(B) Conventional

28 Providing and laying controlled cement 2.39 Cum. 4,591.04

concrete M.200 and curing complete

including the cost of formwork but

excluding the cost of reinforcement for

reinforced concrete work in RCC SLAB

29 Providing and laying controlled cement 0.42 Cum.

concrete M.200 and curing complete

including the cost of formwork but

excluding the cost of reinforcement for

reinforced concrete work in RCC LINTEL

30 Providing and laying controlled cement 1.25 Cum.

concrete M.200 and curing complete

including the cost of formwork but

excluding the cost of reinforcement for

reinforced concrete work in RCC CHAJJA

31 Providing 15mm thick cement plaster in 520 Sq.m.

single coat on Rough (Similar)side of

single or half brick walls for interior

plastering upto floor two level and

finished even and smooth in (i) Cement

mortar 1:3 (1‐cement:3‐sand) + Water

32 Finishing wall with weather proof 370 Sq.m.

exterior emulsion paint on wall surface

(two coats) to give an required shape

even shade after thoroughly brushing

the surface to remove all dirt, and

remains of loose powdered materials. etc

33 Providing and applying Textures paint in 370 Sq.m.

architect approved design as per

Manufacture's Specification. Material is

first deposited to the surface of using

trowel/spatula of 2 ‐ 2.5 mm th. and

getting final finish use plastic trowel and

topcoat with antialgal and anti fungal

paint (like Asian ‐Apex ultima ) for final

touch as per instructions of the

Architect/Engineer in Charge.

34 Providing and fixing 35mm thick factory 2.52 Sq.m.

made moulded door shutter consisting of

solid core single leaff lush door of 30mm

thickness, lipped with 15mm (5mmx3)

thick x30mm width on one stiles and top

rail and 10mm (5mmx2) thick x 30mm

width on the other stiles and bottom

rails. The inner panel aminated with

2mm thick termite proof, water proof

and fire resistant moulded PVC sheet

with 2,4,6 raised panel design in

different plain and/or prelim colour so

none side after routing the moulded

design on flush door and 2mm plain

and/or prelim PVC sheet on other side

using rubber adhesive on flush door and

solvent cement adhesive on the PVC

liping etc. complete as per direction of

Engineer in charge, manufacture’s

specification and drawing.

35 Providing and fixing glazed louvered 5.4 Sq.m.

glass windows and ventilators with teak

wood frame 10cm. x 7cm. size including

3 coats of oil painting to wood work etc.

complete. with wooden louvers plank

12mm thick (upto 10 ton)

36 Providing and laying vitrified tiles 8 to 9 Sq.m. 1,467.72

10 mm thick, 24"X24" (Make: Asian,

Kajaria, Cera or equivalent make) in

flooring treads of steps and landing laid

on a bed of 12 mm thick cement mortar

1:3 (1‐ Cement:3‐Coarse Sand) finishing

with flush pointing in white cement

37 Providing and laying broken chine 9 Sq.m. 779.70

mosaic flooring for terrace using 12 mm

to 20 mm broken pieces of glazed tiles to

be laid over cement mortar 1:3 to plain

or slope and to be tempered to bring

mortar creme out upto surface using

white cement including rounding off

junctions and extending them upto

cm along the wall, clearing with water

and oxalic acid etc. as directed.

38 Caring out plinth treatment to post 12.25 Sqm 53.71

construction / existing structure by

spraying chemical solution for termite

control treatment including labour and

material consistment with I.S.I

specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per 6131_paret‐II

Concentration Weight one percent is

recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 %

concentration inclusive of one litre

chemical emulsion application at the

rate of 5 Litre chemical / Sqm of surface

is recommended as per I.S

39 Steel Letters ‐ SS 316 L ( CHHATRAL 1 No. 65,812.50

GIDC, NOTIFIED AREA) ‐‐ P/F in 304 L

Stainless steel letters having size of

cm in height & 150 cm in width and

mm thickness with brass screw to fitted

in Mseal material having border plate of

20 gauge & top plate of 18 gauge welded

with welding rod having 60% tin

material incl. all necessary fixtures to fix

the fitting etc. inclusive of all taxes as

directed by Engineer in charge

40 Providing, fabricating & erecting precast 850 Rmt 1,022.05

compound wall, consist of precast

prestressed concrete double tee wall (

M40) element panel in correct position

with line , level and plumb at site

including all costs of transportation,

excavation in all type of soil ,Conveyance

charge of the earth, lime, murram,

building rubbish, manual garbage,

sludge, excavated rock, flyash, aggregate

of any kind etc filling, formwork, batched

machine mix (1:3:6) concrete for base

pcc and units, reinforcement, etc

required material and labour, tools

plants & equipment’s, supervision etc.

complete in all aspect and as directed

and as per drawings. It shall be painted

three coats waterproof & weather proof

exterior paint Acrylic emulsion paint,

Apex or approved equivalent of desired

41 Providing and fixing M.S. grills / Gates of 3120 Kg 152.33

required pattern to brick walls /

Columns prepared with M.S. flats, angles,

Square / round bars, square pipes, at

required spacings with necessary hold

fasts as per detailed drawing and fixing

brick walls / coping / columns etc.

complete including painting two coat &

applying primer coat. (A) Ornamental

42 Point wiring for Light / Bell with 2‐1.5 20.0 Pt. 449.45

sq.mm & earthwire of 1.5 sq.mm (Green)

both are of ISI marked 1.1 KV grade FRLS

PVC insulated multistrand copper wires,

in following type of pipe to be erected

concealed in/ on surface on wall/ceiling

complete with 6A Modular type switch /

bell push & accessories and earth

continuity of following type, erected on

PVC / Metallic box, single mounting base

frame covered with textured/metallic

front plate modules erected on / in wall

/ ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose /

H.D.Connector as directed. (a) with

medium class Rigid PVC pipe and

accessories. Cat. III

43 Point wiring for FAN with 2‐1.5 sq.mm & 1.0 Pt. 638.32

earthwire of 1.5 sq.mm (Green) both are

of .ISI marked 1.1 KV Grade FRLS PVC

insulated multistrand copper wires, in

following type of pipe to be erected

concealed in / flushed on wall/ceiling

complete with 6A Modular type switch

and hum free EME four or more step type

electronic fan regulator with separately

mounted and accessories with earth

continuity of following type erected on

PVC / Metallic box, single mounting base

frame covered with textured/metallic

front plate modules erected on / in wall

/ ceiling as per pipe erected. with

necessary ceiling rose / H.D.Connector as

directed.(a) with medium class Rigid PVC

pipe and accessoriesCat. III

44 Point wiring for Individual Plug with & 7.0 Pt. 475.71

earthwire of 1.5 sq.mm (Green) both are

of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires, in

following type of to be erected concealed

in / on surface of wall / ceiling complete

with Modular type switch & 5 pin Plug

erected on PVC / Metallic box covered

with appropriate front plate modules

erected on / in wall / ceiling as per pipe

erected with following type of

accessories. [I] For 6A Plug with 2‐1.5

sq.mm Cu. Wire. (a) with medium class

Rigid PVC pipe and accessoriesCat. III

45 Providing and erecting ISI mark Medium 70.0 Mtr. 33.33

class RIGID PVC PIPES of following size

complete to be erected on/in wall or

ceiling erected with necessary PVC

fittings & Junction boxes fixed with

adhesive solution & Clamps with

following dia of pipes, in approved

manner as directed (b) 25 mm

46 Providing and erecting ISI mark Medium 70.0 Mtr. 67.67

class RIGID PVC PIPES of following size

complete to be erected on/in wall or

ceiling erected with necessary PVC

fittings & Junction boxes fixed with

adhesive solution & Clamps with

following dia of pipes, in approved

manner as directed (d) 40 mm

47 Mains with 1.1 KV grade FRLS PVC 80.0 Mtr. 82.82

insulated ISI marked stranded Copper

conductor wire in following type of pipe

to be erected concealed in /flushed on

wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded

wire of green colour for earth continuity

of following size (a) with medium class

Rigid PVC pipe and accessories(b) 2 wire

48 Mains with 1.1 KV grade FRLS PVC 80.0 Mtr. 112.11

insulated ISI marked stranded Copper

conductor wire in following type of pipe

to be erected in / on wall / ceiling with

2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour

for earth continuity of following size(a)

with medium class Rigid PVC pipe and

accessories (a) 2 wire 4 sq. mm

49 Providing and erecting Approved make 1.0 No. 1596.81

Ceiling fan with double ball bearing ISI

mark with condenser A.C. 23OV.50

c/s.1200 mm. sweep complete, canopy

and 30 cms. down rod erected on existing

hook or clamp with 24/0.2 , 3 core

flexible wire with earthing. [Make shall

be approved by Engineer in charge]

50 Supplying and erecting Fan Hook of 10 1.0 No. 43.43

mm.M. S. Roundbar grouted in RCC slab

with Making the site as original.

51 Supplying & erecting fan hook box of 1.0 No. 108.07

10mm MSRound bar bounded to the RCC

bars up to 50 mm length each side and

peirced through 16 gauge MS box/heavy

duty PVC box complete erected in ceiling

with necessary fittings

52 Providing fan clamp of for Ceiling fan 1.0 No. 98.98

complete erected with necessary bolts

53 Providing 2.5mm.thick laminated /pvc 1.0 No. 18.18

sheet to cover the fan hook or Fan box.

54 Repairing of existing indoor LED light 2.0 No. 227.25

fixture(tube light/panel light/spot

light/strip light/decorative wall lights

etc as per sample )by suitable driver 2 kv

according to LED PCB as per requirement

of following rating wattage capacity 16‐

24 watt capacity

55 (A) Square/ Circular shaped 4.0 No. 758.51

Surface/Recessed Mount Downlight with

provision for spring loaded mounting

clips complete. IP20 (IV) 22‐24 watts,

Surge‐2 KV. Cat‐lll

56 Supplying and erecting 90 Watt LED 7.0 No. 5976.17

street light / Flood light fittings with

High power White LEDs wattage of

Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast

aluminium housing with smooth finish

powder coated and heat sink extruded

aluminium with diffuser and

Polycarbonate optics/ lenses, with

toughened glass with company

mark/name engraved or embossed

to 270 V,Power Factor more than 0.95,

THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt .

LED driver efficiency > 85 %.( fittings

required LM‐79 & LM‐80

certificates)(NOTE: Below description

have shown ranges of Wattage capacity

of LED fittings.The Engineer incharge

may select any wattage capacity between

the ranges shown.)

57 Supplying & erecting approved make 6.0 No. 476.72

SMC press moulded composite FRP.

loop‐in, loop‐out approx. 2mm thick box

complete with Bakelite connector strip

5way(3P+N+E),DIN rail for mounting

mob & hinged doors as per requirement

having locking arrangements with

mounting clamp with nuts, bolts &

washers suitable for erection on pole

with cable clamps& earth bolt of

following size of box

58 Supplying and erecting B class 6.0 No. 481.49

galvanised iron pipe 32 mm outside dia

45 cm long duly welded on 20 cm x 20 cm

x 3 mm thick M.S. base plate, erected on

wall or corner for mounting street light

luminaire with necessary hardware

materials duly painted.

59 Solder less crimping type Aluminium 12.0 No. 6.06

lugs conforming to IS suitable for cable of

following size evenly crimped with high

pressure tool & connected to switchgear

terminals with brass/cadmium plated

nut bolts in an approved manner. (A)

60 Providing and erecting XLPE 100.0 Mtr. 126.25

(IS:7098)(I)‐88 ISI armoured cable

multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall

with necessary clamps or in existing

trench / pipe of following size of cables

(B) 4 core 6 Sq. mm

61 Supplying & erecting XLPE(IS:7098) (I)‐ 100.0 Mtr. 66.00

88 ISI unarmoured Aluminium cable

KV.grade to be erected as directed of

following size. (B)3 core 4 Sq. mm

62 providing and erecting Approved make 1.0 No. 1969.50

RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short

Circuit withstand capacity of 10 KA and

suitable for operation on single phase

240 V,50Hz. having characteristic of

quick action & tripping with all advance

feature & do not incorporate any

electronic component. for following Max.

rating erected as directed (i)

63 Providing & erecting 240 V MCB double 2.0 No. 278.76

pole switch for lighting Load (B Curve)

having 10 KA breaking capacity &

confirms to IS : 8828 in existing box

having following capacity (A) 6 to

64 providing and erecting Miniature circuit 6.0 No. 112.11

breaker single pole 6A to 25A suitable to

operate on 240 V A.C. system and having

breaking capacity 10 KA to be erected in

existing box. confirming to IS 8828/1996

65 Supplying and erecting Flexible PVC 200.0 Mtr. 46.46

insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of

following size to be erected as directed.

(e) 1.50 Sq.mm 3 core round PVC

66 Providing and erecting Sheet Steel 1.0 No. 582.77

powder coated MCB distribution board ‐

flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN

rail, Conforms to IS 8623‐1 & 3, IEC

61439‐1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs

should be used of same company of MCB

to be used) suitable for (A) single phase

incoming and horizontal single phase

outgoing (a) single door (IP‐30) (ii)6 way

67 Supplying & erecting approved make 100.0 Mtr. 47.47

LAN cable of following size in existing

pipe as per direction

68 Supply, Installation, Testing and 1.0 No. 5521.00

Commissioning of 8 Port POE Switch.

69 Supply, Installation, Testing and 1.0 Nos. 650.00

Commissioning of 5 Mtr HDMI Cable

70 Supply, Installation, Testing and 2.0 No. 5528.25

Commissioning of

4MP IR Fixed Bullet Network Camera:

1/2.7 inch Progressive Scan CMOS,

× 1080 at 25fps, 2.8 mm Fixed lens,

Lux at F1.6, 0 Lux with IR on, ONVIF,

support H.265, H.264, 120db WDR, BLC,

HLC, 3D Digital Noise Reduction, Three

individually configurable stream, 12 VDC

& PoE, IR Range: 40m, Support on‐board

storage up to 256 GB (SD card not

included), IP67, IK10, Edge Analytics‐

Line crossing detection, Intrusion

detection, Motion detection, Video

tampering, Audio: 1 input, 1 output,

Alarm: 1 input, 1 output, BIS, CE, FCC

71 Supply, Installation, Testing and 2.0 No. 34661.25

Commissioning of 8TB Servilance Hard

72 Supply, Installation, Testing and 1.0 No. 20000.00

Commissioning of 32inch TV for CCTV

73 Supply, Installation, Testing and 1.0 No. 2780.00

Commissioning of 3U MM Wall Mount

74 32 CH. NVR, 42 sata supported 256 MBPS 1.0 No. 33345.00

btrate, input max ( upto 32 ch ip video)

sata interface 1.5U case, 19" alarm I/O:

(*The rates should be quoted exclusive of GST)

Note: The machinery will be called as per requirement as directed by Engineer in Charge.

*Estimated amount *Estimated

Deduct % below Rs. Rs.

Net Rs. Total Rs.

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