M.H.S.U.Y 2025-26 PROPOSED CONSTRUCTION OF SCHOOL ROOMS (6 Nos.) AT MORA VILLAGE, TA : CHORYASI, DIST.SURAT

: BILL OF QUANTITIES

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth 237.10 CMT. 122.93

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil ( I ) 0 To

2 Excavation for foundation upto 1.5 m to 3.0 m depth 204.70 CMT. 136.47

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil ( II ) 1.5 To

3 Filling available excavated earth (Including rock in 375.80 CMT. 136.91

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow 75.00 CMT. 301.77

soil or selected soil in layers of 20 cm. Thickness. Incl.

watering, ramming & consolidation etc. complete.

5 Providing and laying cement concrete 1:2:4 (1- 52.00 CMT. 3923.85

Cement : 2- coarse sand : 4- hand Machine crushed

stone aggregates 40 mmnominal size) and curing

complete including cost of formwork in (A) PCC

6 Providing and laying controlled cement concrete 48.00 CMT. 4494.50

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base

of column and mass concrete. (A) Footing

7 Providing and laying controlled cement concrete 10.40 CMT. 8226.45

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D)

Column, Pillers, posts and struts , upto Plinth

8 Providing and laying controlled cement concrete 9.30 CMT. 8191.10

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D)

Column, Pillers, posts and struts, upto Ground Floor

9 Providing and laying controlled cement concrete 9.30 CMT. 8232.05

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D)

Column, Pillers, posts and struts, upto First Floor

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

10 Providing and laying controlled cement concrete 5.10 CMT. 8273.01

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Column D)

Column, Pillers, posts and struts, upto Second Floor

11 Providing and laying controlled cement concrete 16.90 CMT. 6440.77

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of the cost of

reinforcement for reinforced concrete work in

Beams. (E) Beam, upto Plinth

12 Providing and laying controlled cement concrete 15.70 CMT. 6406.43

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Beams,(E)

Beam, Ground Floor

13 Providing and laying controlled cement concrete 15.70 CMT. 6447.38

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Beams,(E)

Beam, First Floor

14 Providing and laying controlled cement concrete 2.30 CMT. 6488.34

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Beams,(E)

Beam, Second Floor

15 Providing and laying controlled cement concrete 26.80 CMT. 6351.89

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Slab,All

Thickness (C) Slab upto Plinth and Ground Floor

16 Providing and laying controlled cement concrete 26.80 CMT. 6392.84

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Slab,All

Thickness (C) Slab upto First Floor

17 Providing and laying controlled cement concrete 2.80 CMT. 6433.80

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Slab,All

Thickness (C) Slab upto Second Floor

18 Providing and laying controlled cement concrete 4.30 CMT. 5951.93

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Stair

Case,All Thickness (C) Staircase Ground Floor

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

19 Providing and laying controlled cement concrete 4.30 CMT. 5992.88

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Types of Stair

Case,All Thickness (C) Staircase First Floor

20 Providing and laying controlled cement concrete 1.20 CMT. 6758.92

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Thickness in Walls

PARDI Ground Floor

21 Providing and laying controlled cement concrete 0.40 CMT. 6799.88

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in All Thickness in Walls

PARDI First Floor

22 Providing and laying controlled cement concrete 4.20 CMT. 5949.91

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel upto Ground Floor

23 Providing and laying controlled cement concrete 4.10 CMT. 5990.86

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel. upto First Floor

24 Providing and laying controlled cement concrete 0.30 CMT. 6031.83

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel. upto Second Floor

25 Providing and laying controlled cement concrete 2.60 CMT. 5738.82

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Chajja. Upto Ground Floor

26 Providing and laying controlled cement concrete 2.60 CMT. 5779.77

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Chajja. First Floor

27 Providing and laying controlled cement concrete 0.30 CMT. 5820.73

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Chajja. Second Floor

28 Providing and fixing TMT bars Fe-500D steel 27720.00 Kg . 77.77

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto floor

two level ,Ground Floor, First Floor , Second Floor,

Third Floor, Terrace Floor (all floor).

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

29 Brick work using common brunt clay building bricks 14.40 CMT. 4214.32

having crushing strength not less than 35 kg/sqcm. in

foundation and plinth in cement mortar 1:6 (1 cement

:6 fine sand) etc.comp. (B) Conventional Ground

floor upto Plinth

30 Brick work using common brunt clay building bricks 49.30 CMT. 4503.04

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level

in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.

(B) Conventional Ground Floor

31 Brick work using common brunt clay building bricks 46.90 CMT. 4545.16

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level

in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.

(B) Conventional First Floor

32 Brick work using common brunt clay building bricks 25.20 CMT. 4587.27

having crushing strength not less than 35 kg/sqcm. in

superstructure above plinth level upto floor two level

in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.

(B) Conventional Second Floor

33 Providing 15mm thick cement plaster in single coat on 277.00 SMT. 161.19

Rough (Similar)side of single or Full/half brick walls

for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement

:4-sand) Ground Floor

34 Providing 15mm thick cement plaster in single coat on 271.00 SMT. 185.75

Rough (Similar)side of single or Full/half brick walls

for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement

:4-sand) First Floor

35 Providing 15mm thick cement plaster in single coat on 110.00 SMT. 210.32

Rough (Similar)side of single or Full/half brick walls

for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement

:4-sand) Second Floor

36 Providing & laying10 mm. thick cement plaster in 189.00 SMT. 148.31

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1 cement :

4 sand) Ground Floor

37 Providing & laying10 mm. thick cement plaster in 189.00 SMT. 170.71

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1 cement :

4 sand) First Floor

38 Providing & laying10 mm. thick cement plaster in 18.60 SMT. 193.10

single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1 cement :

4 sand) Second Floor

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

39 20mm thick sand faced cement plaster on walls upto 523.00 SMT. 315.68

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. Upto Ground Floor to

40 Providing throating or plaster drip and moulding to 82.00 RMT. 44.27

R.C.C. Chhajja.

41 Providing 20 mm deep finished groove in plaster in 82.00 RMT. 35.35

line and level etc. Comp. For all Floor

42 Providing and laying polished Granite Slab 18mm 29.00 SMT. 2128.07

thick in Flooring laid 20mm thick Cement Mortar 1:4

(1-Cement : 4-Coarse Sand) and jointed with Grey

Cement Slurry including full molded round front

edges , rubbing and polishing etc. complete.

43 Providing and laying polished Granite Slab 18mm 138.00 SMT. 2159.38

thick in Risers of steps Dedo, window sill, jembs and

pillars laid 10 mm thick Cement Mortar 1:4 (1-Cement

: 4-Coarse Sand) and jointed with Grey Cement Slurry

including full molded round edges , rubbing an

44 Providing and laying Double Charge Vitrified tiles 8 329.00 SMT. 1322.36

to 10 mm thick , 24'' x 24'' in flooring treads of steps

and landing laid on a bed of 12mm thick cement

mortar 1:3 (1-cement : 3-coarse sand ) finishing with

flush pointing in white cement.

45 Providing and laying Double Charge Vitrified tiles 8 144.00 SMT. 1397.02

to 10 mm thick , 24'' x 24'' in skrting risers of steps

and dedo on 10mm thick cement plaster 1:3 (1-cement

: 3-coarse sand) and jointed with white cement slurry

46 Providing and fixing flush door both sides laminated 21.00 SMT. 3711.75

andshutter fabricated from 35 mm thick solid core

malemine faced three layered pre laminated flat

pressed wood based exterior grade bonded BWP/BWR

synthetic resin having stamped IS 12823 grade I type

II including three coats of lacquer polishing to

exposed wooden surfaces and Stainless steel

decorative type designs fixtures / fastening 2Nos.

Handles, 2Nos. Aldropes, towerbolt etc.including

I.T.W. triangular batten patti of size

30m.m.x30m.m.etc. as per architectural detailed

drawing and as directed by engineer in charge..

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

47 Providing and fixing window having extruded 49.00 SMT. 1583.95

aluminum Colour anodized section frame main outer

size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt

horizontal Three track member size 92mm x 31.75mm

x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with

sliding shutters of horizontal member size

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical

member of size 40mm x 18mm x 1.29 mm @ wt.of

0.456Kg/mt/ with 5 mm thick transparent bronze

colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc

48 Providing and fixing M.S. grill of required pattern in 2430.00 Kg. 117.16

any types of frames of windows etc. with M.S. flats at

required spacing and frame alround square or round

headed bolts and nuts or by screws. including applying

a priming coat of red lead paint and two coats of

synthetic enamel paint etc complete (A)Plain grill

49 Applying two coats of Birla (white cement based) or 1055.00 SMT. 40.59

(acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on new

wall surface,Ceiling surface to give an even shade

including thoroughly brushing the surface free from

mortar dropping and other foreign matter and sand

papered smooth.

50 Wall painting (two coats) with plastic emulsion paint 1055.00 SMT. 84.36

of approved brand and manufacture on undecorated

wall surface,Ceiling surface to give an even shade

including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

papered smooth.

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

51 Providing & applying single coat of textured at 523.00 SMT. 546.41

external surface at all floor levels with three coats of

weather proof cement exterior paint of approved

standard brands make at outer side of the building on

RCC or Masonary walls. Rate to include for all labour,

materials, staging, scaffolding, cleaing, curing etc.

application of texture after throughly brushing th`e

surface to give an even shade free from mortar

dropping/other foreign matter etc. complete.

application of textures & paints must be as per

company's standard instructions. Texture and colour

selection as per approved by engineer in charge.(It is

recommended to use low voc paints rated by

IGBC),Finishing wall with weather proof 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 complete

52 Applying priming coat over new steel and other metel 17.50 SMT. 128.62

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming

paint brushing red lead. and Painting two coats

(excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an

even shade including cleaning the surface an even

shade including cleanicn the surface of all dirt, dust

and other foreign matter.

53 Steel work welded in built up sections, framed work 2.97 Quintal 9108.48

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees,

flats with connecting plates or angle cleats as in

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

54 Providing and laying integral cement based water 189.00 SMT. 880.72

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement

using 2.75 kg/sqm of cement admixed with proprietary

water proofing compound comforming to IS:2645 over

the R.C.C. slab including cleaning the surface before

(b) Laying cement concrete using broken bricks/brick

bats 25 mm to 100 mm size with 50% of cement

mortar 1:5 (1 Cement : 5 Coarse sand) admixed with

proprietary water proofing compound conforming to

,brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special water

proofing compound confirming to IS:2645 & top

smooth finished with trowel with false chequered

marking of 300 mm.size.The treatment is carried along

the vertical surface of the parapet & other adjoining

wall up to height of about 300 mm in a shape of

quarter round vata Incl. curing etc. Comp. With

average thickness of 120 mm and minimum thickness

at khurra as 65 mm.

'(c) The whole terrace so finished shall be flooded

with water for a minimum period of two weeks for

55 curing andand

Providing for final

layingtest. All above

broken chine operations to be for

mosaic flooring SMT. 779.69

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 15 cm along the

wall,clearing with water and oxalic acid etc. as

56 Providing, laying and jointing in true line and level 22.00 RMT. 878.56

110 diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 14735-

1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber

lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh at every 2000 mm center to center or

shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

57 Point wiring for Light / Bell with 2-1.5 sq.mm & 48.00 Pt. 485.81

earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length , in below type

of pipe erected with 6A Modular type switch / bell

push & accessories and earth continuity of following

type, erected on PVC / Metallic/Wooden box, single

mounting base frame covered with textured/ metallic/

white front plate modules erected on / in wall / ceiling

as per pipe erected, with necessary Lamp holder/

ceiling rose / H.D.Connector as directed. (f) with

medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

58 Point wiring for FAN with 2-1.5 sq.mm & earth wire 24.00 Pt. 674.68

of 1.5 sq.mm (Green) both are of .ISI marked 1.1 KV

Grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected

with 6A Modular type switch and hum free EME step

type electronic fan regulator mounted and accessories

with earth continuity of following type erected on

PVC / Metallic/ Wooden box, single mounting base

frame covered with textured/metallic/white front plate

modules erected on / in wall / ceiling as per pipe

erected. with necessary ceiling rose / H.D.Connector

as directed. (f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete

59 Point wiring for on board Looped Plug with 6A 13.00 Pt. 257.55

Modular type switch & 5 pin socket erected on PVC/

Metallic/ Wooden box, single mounting base frame

covered with textured / metallic/ white front plate

modules erected on/ in wall/ ceiling with following

type accessories Cat. III

60-a Providing following type of Modular Type 13.00 Nos 151.50

Accessories mounted with PVC / metallic/Wooden

box, single mounting base frame covered with

textured / metallic/white front plate , modules erected

with necessary connections as per site situation

directed by Engineer In charge. (1)One No. SP 6 Amp.

60-b (2) One No 5 pin plug Cat.III 13.00 Nos 151.50

60-c (3) Two Pin/RJ-11 Telephone Socket [A] For One 6.00 Nos 160.59

60-d (8) Computer RJ-45 socket Cat.III 12.00 Nos 160.59

60-e (9) 16 Amp. SP one way switch Cat.III 13.00 Nos 180.79

60-f (10) 6/16Amp. Universal socket Cat.III 13.00 Nos 199.98

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

61 Providing and erecting ISI mark Medium class RIGID 375.00 Mtr. 24.24

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 (a)20 mm

62 Providing and erecting Mains with 1.1 KV grade 360.00 Mtr. 82.82

FRLS PVC 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 2.5 sq. mm

63-a Providing and erecting Mains with 1.1 KV grade 360.00 Mtr. 112.11

FRLS PVC 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.

63-b (b) 2 wire 6 sq. mm 60.00 Mtr. 147.46

64-a Providing and erecting Mains with ISI marked, 1.5KV 9.00 Mtr. 56.56

grade electrolyte multi stranded, annealed copper

conductor with heat resistant PVC insulated conforms

to IS 694, IEC - 227 erected in existing pipe of

following size (Specifically for control panel, relays,

power switchgears, motor starters & control wiring)

with required size of copper lugs, nuts and bolts if

required. (e) One wire 6.00 sq. mm

64-b (f) One wire 10.00 sq. mm 12.00 Mtr. 91.91

65 Supplying & erecting approved make Telephone Cable 120.00 Mtr. 20.20

electrolytic copper conductor PE insulation twisted in

two pairs, & wrapped with FRLS PVC tape &

sheathed with FRLS PVC or HFFR outer Jacket

suitable for telephone wiring & confirming to C-DOT

erected in existing pipe. of following size of

conductors & nos.of pairs. With necessary

connections. [A] Conductor Size 0.5 mm (a)

Unarmoured (2) Two Pairs

66 Supplying & erecting approved make LAN cable of 240.00 Mtr. 47.47

following size in existing pipe as per direction [C]

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

67 Providing & erecting Switch board for Computer or 12.00 Nos. 1133.22

electric apparatus consisting of following modular

type accessories mounted with PVC/ Metallic

concealed/ open box with single mounting base frame

covered with textured/ metallic/ white front

plate,modules erected with necessary connections as

1 no. 6A/16A universal plug-switch combined.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug

For Modular Type Accessories

68 Supplying and erecting LED indoor fittings with LEDs 48.00 Nos. 373.70

of wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/

CRCA/ aluminium die cast powder coated and high

U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor

more than 0.95, THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/ watt, LED driver

efficiency > 85 % (fitting 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.) (A) Tube Light with

integral driver (iv) 22-24 Watts, Surge - 2KV,IP-20,

conventional 4 feet Cat.III

69 Supplying and erecting LED street light / Flood light 4.00 Nos. 3345.12

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 aluminum 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 160 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.) (A) Street Light (IP-65), Surge

protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection. (i)

above 36 to 48 watts Cat.III

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

70 Providing and erecting Approved make Four pole 1.00 Nos. 6173.12

moulded case circuit breaker having breaking capacity

ICU of 25 KA. at 415 V,having normal current rating

up to 25 A to 100A. with Fixed thermal & magnetic

release suitable to work on A.C. supply 50 c/s. with all

internal connections, spreader tinned copper &

complete erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

71 Supplying and erecting triple pole & neutral 440V / 0.50 Rmt. 1961.42

500V panel mounting Copper Busbars with four equal

Nos. of electrolyte bus having current density not

more than 1.6 Amp. / sq.mm (Rated current / cross

section area) duly wrapped with colour insulating tape

for phase sequence of following current carrying

capacity, erected with necessary bus bar supports

/insulators, main cable socket to each bar, erected in

existing cubical panel with necessary connections.

(A) Suitable for 100 Amp. Capacity

72 Providing and erecting Miniature circuit breaker single 4.00 Nos. 270.68

pole 0.5A to 2A system and having breaking capacity

10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark Cat.III

73 Providing and erecting Miniature circuit breaker single 24.00 Nos. 112.11

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

with ISI Mark Cat.III

74 Providing & erecting 240 V MCB double pole switch 5.00 Nos. 330.27

for motor & inductive load (C Curve) having 10 KA

breaking capacity & confirms to IS : 8828 in existing

box having following capacity (B) 40 Amp. Cat.III

75 Providing & erecting 415 V MCB Four Pole for 3.00 Nos. 668.62

Motor & Inductive Load (C Curve) having 10KA

breaking capacity & confirms to IS :8828 in existing

box having following capacity (b)40 Amp. Cat.III

76 Providing and erecting Sheet Steel powder coated 2.00 Nos. 1680.64

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 (b) sheet steel double door (IP-

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

77 Providing and erecting Approved make RCCBs 2.00 Nos. 2235.13

conforming to IS: 12640 and having sensitivity of

mA and Short Circuit withstand capacity of 10 KA

and suitable for operation on single phase

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 (ii) 40Amps. DP Cat. III

78 Providing and erecting Annealed bare Copper wire 8 5.00 Kg. 794.87

79 Providing and erecting Pipe type earthing having 150 3.00 Nos. 368.65

cms.long and 2.5 cms. dia. galvanised iron pipe with

coupling and buch buried in specially prepared earth

pit complete with necessary 8 SWG earth wire.

80 For using salt and charcoal / coke as required for pipe 3.00 Nos. 171.70

81 Supplying & erecting earth pit of minimum bore 1.00 Nos. 4591.46

dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia

of 12mm with constant ohmic value surrounded by

highly conductive compound with high charge

dissipation suitable for following type of applications

with chamber and heavy duty cover. (A)(approved

make OEM has to submit test certificate including

value of earth resistance of installation duly stamped

and signed by agency and officer Incharge has to

ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:-

ohm / meter testing as per IEC 62561-2017, Voltage

drop:- < 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing compound

should be capable to retain moisture for long time

Necessary test report must be submitted by Agency.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

82 Providing & erecting weather proof, dust & vermin 1.00 Smt. 10468.65

proof, floor mounted front operated indoor type

cubical panel board necessary IP-42 and above

protection as per approval from engineer incharge

made from 14 SWG thick CRC M.S. sheet for outer

body & doors, 16 SWG thick CRC M.S.sheet for

internal partitions with necessary accesories,

supporting angles/ flats channel including cutting,

bending, drilling, welding, riveting with internal

partitions & cable alley as per requirements &

instruction of engineer-in-charge with erection of

supplied switch gears, BUSBARS, suitable size of

inter connecting PVC copper wire / copper-aluminium

strips, rubber grommets, rib, bakelite control

fuses/MCB for measuring instruments, earth bus &

earth bolts, foundation flange - bolts-base Plates,

sufficient nos. of hinged doors, handles with locking

arrangement and rubber gasket,heavy duty end

terminal connection,danger notice board, necessary

ventilation, earthing strip complete. The Panel shall be

painted with epoxy powder coating. (The rates

excludes the cost of switchgears, bus bars, inter

connecting mains & Copper Aluminium strips,

meters, Fuses etc. The dimension shall be measured

excluding base beams) The panel shall be supplied

with following approved manufacturers with following

83 size. (A) locally

Providing fabricatedXLPE

and erecting panel board (i) with

(IS:7098) 350ISI

armoured cable 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) 2 core

84 Providing and erecting XLPE (IS:7098) (I)-88 ISI 50.00 Mtr. 220.18

armoured cable multistrand 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)

3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

85 Making trench in soft soil of suitable width of 90 cm 20.00 Mtr. 55.55

deep for laying cable or locating the fault all over the

run and back filling the same and making the surface

as normal ground.

86 Providing & laying approved make Double walled 20.00 Mtr. 62.62

corrugated pipes (DWC) of polyethylene (conforming

to IS 14930 II) with necessary connecting accessories

of same material at required depth in existing trench

for laying of cable. below ground / road surface for

enclosing cable (A)50 mm outer dia

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

87 Providing and, fixing heavy duty flange type brass 8.00 Nos. 38.38

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables. (B)

to 4 core 6 Sq. mm

88 Providing and, fixing heavy duty flange type brass 2.00 Nos. 75.75

double compression type cable gland with rubber

ring for PVC insulated armoured cable complete with

out going tails, insulating tape etc for following size of

cables. (B) 3 & 1/2 core 35/50 Sq. mm

89-a Solder less crimping type Aluminium lugs conforming 32.00 Nos. 6.06

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) 1.5/ 2.5/4/6 Sq.mm

90 Providing and erecting Approved make Ceiling fan 24.00 Nos. 1596.81

with double ball bearing ISI mark with condenser

A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy

erected on existing hook or clamp with earthing.

[Make shall be approved by Engineer in charge]

91 Supplying and erecting 19 / 20 mm. nominal bore 24.00 Mtr. 108.07

Medium Class M.S. Pipe down rod erected duly

painted for fan complete with proper insulation

without leakage and earthing.

92 Supplying & erecting fan hook box of 10 mm M.S. 24.00 Nos. 108.07

round bar bounded to the RCC bars up to 50mm

length each side and pierced through a 16 Gauge M.S.

box / Heavy Duty PVC box complete erected

concealed in Ceiling with necessary finishing.

93 Supplying & erecting approved make SMC press 4.00 Nos. 476.72

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. (C)150mm x 125mm x

Item Description of Item (With brif Specification And Rate in

Quantity Unit Amount

No. Reference to Book of Specifications) Figures

94 Supplying & erecting carbon dioxide (CO2) fire 2.00 Nos. 8671.86

extinguisher user of following capacity with necessary

clamps made from 50 x 6 mm M.S. Flat with nut &

bolts grouted in wall complete. [B] For 5.5 / 6.5 KG

Rs. Seventy Three Lakh Thirty One Thousand Three Hundred Fourty Seven & Paise Eighty Three

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be

Estimated Amount Put to tender. 73,31,347.83 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

(2) The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

(3) GST and Income tax TDS will be deducted at a source while making payments of bills

(4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there

is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate

of original item at the rate of input rate mentioned in all the tender.

Signature of Bidder

Deputy Executive Engineer Divisional Accountant

Panchayat ( R&B) Sub Division Panchayat ( R&B) Division

Executive Engineer

Panchayat ( R&B) Division