Construction of Compound Wall, Ground Leveling, And Land Alloted Work (For 145 Of Part B) For Arts Collage Santalpur Di- Patan

NAME OF WORK : Construction of Compound Wall, Ground Leveling, And Land Alloted

Work (For 145 Of Part B) For Arts Collage Santalpur Di- Patan

BILL OF QUANTITY

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but may Item of Work Unit

No. Figures. estimated

1 3128.00 Excavation for foundation upto 1.5 m 128.79 One Hundred Cum

depth including sorting out and Twenty Eight

stacking of useful materials and Rupees and

disposing off the excavated stuff upto Seventy Nine

All Lead And Lift Paise Only

2 24.00 Excavation for foundation for depth 142.78 One Hundred Cum

from 1.5 m to 3.0 m including Forty Two

sorting out and stacking of useful Rupees and

materials and disposing off the Seventy Eight

excavated stuff upto f upto All Lead Paise Only

And Lift(A) Loose or soft soil

3 302.00 Providing and laying controlled cement 3775.43 Three Thousand Cum

concrete M.150 for curing complete Seven Hundred

including cost of formwork and Seventy Five

reinforcement for reinforced concrete Rupees and

work in (A) Foundations, footings,Base Forty Three

of columns and Mass concrete

4 680.00 Providing and laying controlled cement 4345.02 Four Thousand Cum

concrete M.250 and curing complete Three Hundred

including the cost of formwork and Forty Five

excluding reinforcement for reinforced Rupees and Two

concrete work in (A) Foundations, Paise Only

footings, Base of columns and Mass

5 1029.00 Providing and laying controlled cement 5632.77 Five Thousand Cum

concrete M.250 for curing complete Six Hundred

including cost of formwork and Thirty Two

reinforcement for reinforced concrete Rupees and

work in (B) Walls, from top of Seventy Seven

foundation level upto floor two level

6 109022.00 Providing TMT Bar FE 500/500D 77.29 Seventy Seven Kg

reinforcement for R.C.C. work including Rupees and

bending, binding and placing in position Twenty Nine

complete upto floor two level Paise Only

7 495.00 Providing and laying weep hole in 182.85 One Hundred No

abutment and returning by using PVC Eighty Two

pipes of 110 mm diameter including Rupees and

laying in proper grade and jointing Eighty Five

etc. complete as per detailed Paise Only

specifications.

8 1545.00 Providing and laying 600 mm thick 1298.38 One Thousand Smt

Fitter Media 600mm thick directed at Two Hundred

the back of abutments, returns and Ninety Eight

wing walls as per detailed Rupees and

specifications. Thirty Eight

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9 1922.00 Filling available excavated earth 137.47 One Hundred Cum

(excluding rock) in trenches. Thirty Seven

plinth, sides of foundations etc. in Rupees and

layers not exceeding 20 cm. in depth Forty Seven

consolidating each disposited Paise Only

layer by ramming and watering.

10 204.00 Brick work using common Brunt clay 3708.98 Three Thousand Cum

building bricks having crushing strength Seven Hundred

not less than 35 Kg./Sq.cm.. In super Eight Rupees

structure above plinth level upto and Ninety Eight

floor two level in cement mortar 1:6 Paise Only

(1cement : 6 fine sand) (b)

Conventional {Ground FLoor }

11 33.00 Providing and laying controlled cement 6244.83 Six Thousand Cum

concrete M-200 and curing complete Two Hundred

including the cost of form work but Forty Four

excluding the cost of reinforcement for Rupees and

reinforced concrete work in Columns, Eighty Three

pillars posts and struts G. FLOOR

12 3262.00 20mm thick sand faced cement plaster 330.72 Three Hundred Smt

on walls upto height 10 metres above Thirty Rupees

ground level consisting of 12mm thick and Seventy

backing coat of C.M. 1:3 (1-cement : 3- Two Paise Only

sand) and 8mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand) etc.

13 105.00 Providing fusion bonded Epoxy coating 10162.62 Ten Thousand MT

not less than 175 micron thickness One Hundred

and up to 300 micron to reinforcement Sixty Two

bars as per IS-13620-1993/ASTM-775 Rupees and

M including testing of coating at plant Sixty Two Paise

and all taxes (A) 10mm to 16mm dia bar

14 690.00 Providinfg and fixing M.S grills of 170.62 One Hundred Kg.

required patterns etc. with M.S flat at Seventy Rupees

requared spacing & frame alround and Sixty Two

square or round bars by welding Paise Only

including one coat of primer and two

coats of matt finished oil painting. (B)

Ornamental grills

15 15.00 Providinfg and fixing Animal trap with 5165.14 Five Thousand Sqm

Galvanised mild steel tubes 50 mm.dia. One Hundred

'B' Class welded on M.S. channel Sixty Five

ISMC 125 mm at required spacing as Rupees and

per design and extra support ISMB 125 Fourteen Paise

mm including clamps,Labour,Fixing,

fastenings and including one coat of

primer coats of of red lead paint etc

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16 618.00 Providing and fixing RAZOR Coil with 662.56 Six Hundred Rmt

Blade 16MM, Clips per Spiral-5, Hot Sixty Two

Dipped Galvanized 200 GSM, Tape Rupees and Fifty

Thickness 0.50 MM, GI Spring Core Six Paise Only

Wire 2.60MM Thick {avg weight

Kg / 100 mt}, and 5 Rows of galvanised

steel barbed wire weighing 9.38 Kg. per

100 Metre in M.S. Angle posts 45 mm.

X 45 mm. X 6 mm. and oil painting

coats fixed at 2.5.0 mt. C/C strained

and fixed to posts with G.I. staples,

including fixing posts in

17 3262.00 Wall painting two coats with weather 122.14 One Hundred Sqm

proof Exterior emulsion paint on wall Twenty Two

surface (Two Coats ) to give an Rupees and

requried shape even shade after Fourteen Paise

throughly brushing surface to remove Only

all dirt and remains of loose powdered

materials etc comp. for all height

18 1.00 clearing and grubbing road land 34892.87 Thirty Four Hect.

including uprooting rank vegetation Thousand Eight

grass bushes,shrubs, sapling and trees Hundred Ninety

girth up to 300 mm removal of stumps Two Rupees and

of trees cut earlier and disposal of Eighty Seven

unserviceable materials(D) By

mechanical means in area of thorny

19 16110.00 Earthwork for embankment including 186.39 One Hundred Cmt

breaking clods, dressing with all lead Eighty Six

and lift and including watering rolling Rupees and

and consolidation of subgrade in layers Thirty Nine Paise

at O.M.C. to required dry density Only

including filling the depression which

occur during the process using power

roller 8T to 10T.(E) From Borrow area

within All. lead

20 4028.00 Filling in foundation and plinth with 273.86 Two Hundred Cmt

murrum or selected soil in layers of Seventy Three

20cm. thickness including watering, Rupees and

ramming and consolidating etc. Eighty Six Paise

21 38.00 Providing and laying cement concrete 2985.86 Two Thousand Cum

1:3:6 (1-Cement : 3- coarse sand : 6- Nine Hundred

hand broken stone aggregates 40 Eighty Five

mmnominal size) and curing complete Rupees and

excluding cost of formwork in (A) Eighty Six Paise

Foundation and Plinth

22 29.00 Providing and laying controlled cement 8194.13 Eight Thousand Cum

concrete M.250 for curing complete One Hundred

including cost of formwork and Ninety Four

reinforcement for reinforced concrete Rupees and

work in (B) Walls, from top of Thirteen Paise

foundation level upto floor two level

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23 16.00 Provinding and Laying controlled 6706.62 Six Thousand Cum

cement concrete M-250 Finishing Seven Hundred

smooth with curing etc.comp including Six Rupees and

the cost of formwork but excluding the Sixty Two Paise

cost of reinforcement for RCC work in Only

SLAB at For All Floor

24 4.00 Providing and fixing R.C.C. Manhole 958.17 Nine Hundred No.

cover 600 MM x 600 MM size with Fifty Eight

R.C.C. cover frame having 5 MT load Rupees and

carrying capacity etc comp Seventeen Paise

25 103.00 Providing and laying White / Colour 1127.48 One Thousand Sq.Mt.

glazed tiles 60 cm x 30 cm size & 6 One Hundred

mm. Thick in skirting risers of steps and Twenty Seven

dado on 10 mm. Thick cement plaster Rupees and

1:3 (1 cement : 3 coarse sand) pointing Forty Eight

in white cement and jointed with white

cement slurry. Shade and pattern

approved by Architect Office

26 9.00 Brick work using common burnt clay 4004.12 Four Thousand Cum

building conventional type bricks having Four Rupees

crushing strength not less than 35 and Twelve

Kg./Sqcm. in super structure in cement Paise Only

mortar 1:5 (1 cement : 5 fine sand)

including the cost of all materials and

labour charges etc. complete. for All

27 3.00 Providing and fixing window having 1713.70 One Thousand Sqm

extruded aluminum Colour anodized Seven Hundred

section frame main outer size 63.50 x Thirteen Rupees

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, and Seventy

horizontal two track member size 61.85 Paise Only

0.695 Kg/mt, vertical member of size

wt.of 0.659 Kg/mt with sliding shutters

of horizontal member size 40mm x

vertical member of size 40mm x 18mm

0.457 Kg/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 complete for window.

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28 3.00 Providing and fixing FRP frame size 2377.76 Two Thousand Sqm

100x50 mm and 28mm thick FRP Three Hundred

depress panel shutter having extra Seventy Seven

reinforcement on sides & edges in Gel Rupees and

coat finish. The core of the shutter & Seventy Six

frame is to be filed up with injected fire

retardant grade polyurethene foam

done in situ alongwith embedded

wooden pieces for stiffening & also

taking hinges & fintures. The whole

FRP frame & shutter is to be water

proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are

to be inclusive of S.S hinges with

necessary screws & alluminium fixtures

& fastenings & fastener sleeve..

29 109.00 Providing 20 mm thick sand face 350.92 Three Hundred Sqm

cement plaster on walls upto height Fifty Rupees and

10 metres above ground level Ninety Two

consisting of 12 mm thick backing coat Paise Only

of C.M. 1:3 ( 1Cement : 3 Sand ) and

mm thick finishing coat of C. M. 1:1

(1–cement :1-sand ) etc comp.

30 193.00 Providing 20 mm thick double coat mala 321.02 Three Hundred Sqm

cement plaster on interior brick / Twenty One

concrete work for plastering comprising Rupees and Two

of base coat of 12 mm thick cement Paise Only

plaster in cement mortar (1 Cement :

coarse sand) in rough finishing and

mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing,

10x10 mm grooves etc. complete. for

31 39.00 Providing and laying water proofing 1164.53 One Thousand Sqm

treatment with china mosaic tiles One Hundred

flooring over avg 50 mm C.C. 1:2:4 Sixty Four

bedding for maintaining slope for plain Rupees and Fifty

and curve surface & 12 mm to 20 mm Three Paise Only

of broken piece not more than 2.5CM

of ceramic / glazed tiles ( one for more

colour as directed ) to be laid over

cement mortar bedding of C M 1:3 (1

cement : 3 sand ) contain water

proofing materials per bag of cement

useas specified by manufactured and

slops to be tempered to bring mortar up

to surface with using white cement and

colour pigment including rounding of

junctions and extending them up to

cm along the wall and curing with bends

any patens or design as per drawing

and cleaning by using oxalic acid etc.

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32 302.00 Finishing wall with weather proof 122.14 One Hundred Sqm

exterior emulsion paint on wall surface Twenty Two

(two coats) to give an required shape Rupees and

even shade after thoroughly brushing Fourteen Paise

the surface to remove all dirt, and Only

remains of loose powdered

materials.etc complete

33 2.00 Constructing Sandwich Platform of 18 3755.18 Three Thousand Sqm

mm thick Polished Black or selected Seven Hundred

Granite at top and 25 mm thick Kota Fifty Five

stone slab With 75CM height with Rupees and

necessary Support using 20mm thick Eighteen Paise

cement mortar 1:3 for sandwich and

fitting at bottom & edges with

waterproof rigid adhesives including

making necessary grooves in walls

with Vertical support of double Kota

stone sandwich every 60 cm centre to

centre including all labour material of

approved quality including full moulded

round front edge fixed in wall for

partition and jointed with grey cement

slurry including rubbing and polishing

34 10.00 etc. complete

Providing and fixing screw down bib 606.00 Six Hundred Six No.

taps of following size.(B) Brass Rupees Only

chromium plated screws down Bib Tap.

(i) 15mm dia. Jaquar, plumber, ess, or

equiavalent make

35 60.00 Providing laying and jointing in true line 91.84 Ninety One Rmt

and level 25mm dia. U.P.V.C. Pipe ( Rupees and

SCH- 40) for cold water including Eighty Four

fittings make PRINCE / SUPREME / Paise Only

ASTRAL / FINOLEX or equivalent as

approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help

of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

all materials. 25mm dia

36 60.00 Providing laying and jointing in true line 195.67 One Hundred Rmt

and level 50 mm dia. U.P.V.C. Pipe ( Ninety Five

SCH- 40) for cold water including Rupees and

fittings make PRINCE / SUPREME / Sixty Seven

ASTRAL / FINOLEX or equivalent as Paise Only

approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help

of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

all materials. 50mm dia

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37 750.00 Providing and laying in trenches 921.68 Nine Hundred Rmt

galvanised mild steel tubes (Medium Twenty One

grade) of the following nominal bore, Rupees and

and tube fitting (Earthwork in trenches Sixty Eight Paise

to be measured and paid for Only

separately)(H) 80mm

38 2.00 Providing and fixing Gun metal check or 2424.00 Two Thousand No.

non-return full way wheel valve.(D) 80 Four Hundred

mm dia. Twenty Four

39 1.00 Supply of Monoset sub. pump 3 phase 17771.96 Seventeen No.

400/440 vott, 50 c/s. A.C. Supply & Thousand Seven

2900 RPM , following IS 14220 MOC : Hundred

Casing: CI-FG260, Impeller : Bronze & Seventy One

Shaft : SS:410 Rupees and

Ninety Six Paise

Cat-SM-2.6, Dischrge.600, L.P.M.,

Head.40 Mtr, 12.5 H.P.

40 50.00 Supply of PVC insulated flat 153.82 One Hundred Rmt

submersible cable as per detailed Fifty Three

technical specifications of R/C of Rupees and

GWSSB conforming to IS 694, IEC Eighty Two

60227 / 60228. (c) 1 x 3 x 10 mm2 size Paise Only

41 1.00 Supplying DOL / Star Delta starter 11043.34 Eleven No.

suitable for local & remote pump control Thousand Forty

application consisting of MPCB, Three Rupees

overload relay and contactors as per and Thirty Four

Type II coordination including digital Paise Only

voltmeter, analogue ammeter with

selector switch, run hour meter,

required protective relays & control

accessories.S.D. From 11 to 15 H.P.

42 1.00 Cast iron earth plate size 45 X 45 X 1010.00 One Thousand Job

0.35 cms. buried in specially prepared Ten Rupees Only

2.5 Mtr. Deep earth Pit complete with

necessary G.I. strip in G.I. pipe 2 Mtr.

long with coupling and G.I. plug for

earthing of switch gear, conduit run or

power plug etc.

43 1.00 Errection of Sub Mono Pump Set 2525.00 Two Thousand Job

including, Lowering, Laying of Pipeline, Five Hundred

fixing of valve including testing etc. Twenty Five

complete with fixing matrials. Rupees Only

44 providing and erecting Mains with ISI

marked, 1.5KV 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.

25.00 (f) One wire 10.00 sq. mm (RR KABEL, 115.14 One Hundred Mtr.

FINOLEX, ANCHOR, HAVELLS, Fifteen Rupees

POLYCAB, KEI) and Fourteen

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6.00 (g) One wire 16.00 sq. mm (RR 177.76 One Hundred Mtr.

KABEL, FINOLEX, ANCHOR, Seventy Seven

HAVELLS, POLYCAB, KEI) Rupees and

45 Supplying and erecting LED street light

/ Flood light fittings with High power

White LEDs wattage of 3 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

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

27.00 (A) Street Light (IP-65), Surge 5080.30 Five Thousand Nos

protection -4KV integral and ,Light must Eighty Rupees

have 440VAC line supply with over- and Thirty Paise

voltage protection. (iii) 60 - Only

89 watts Cat.III (PHILIPS,

CROMPTON, JAQUAR, HAVELLS,

LUKER, HALONIX)

16.00 (B) Flood Light (IP-65), Surge 7186.15 Seven Thousand Nos

protection -4KV integral and ,Light must One Hundred

have 440VAC line supply with over- Eighty Six

voltage protection. (v) 120 - Rupees and

159 watts Cat-lll (PHILIPS, Fifteen Paise

CROMPTON, JAQUAR, HAVELLS,

LUKER, HALONIX)

46 43.00 providing and erecting Miniature circuit 297.95 Two Hundred Nos

breaker single pole 0.5A to 2A system Ninety Seven

and having breaking capacity 10 KA to Rupees and

be erected in existing box. confirming to Ninety Five

IS 8828/1996 with ISI Mark Cat.III (L Paise Only

& T, INDOASIAN, SWITCHER,

HAVELLS,ABB, LEGRAND, C & S)

47 6.00 Providing & erecting 415V MCB Four 637.31 Six Hundred Nos

Pole Switch for Lighting Load (B curve) Thirty Seven

having 10KA breaking capacity & Rupees and

confirms to IS :8828 in existing box Thirty One Paise

having following capacity Only

(a) 6 to 32 Amp. Cat.III (L & T,

INDOASIAN, SWITCHER,

HAVELLS,ABB, LEGRAND, C & S)

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5.00 (b)40 Amp. Cat.III (L & T, 702.96 Seven Hundred Nos

INDOASIAN, SWITCHER, Two Rupees and

HAVELLS,ABB, LEGRAND, C & S) Ninety Six Paise

48 1.00 Providing and erecting Approved make 6790.23 Six Thousand Nos

Four pole moulded case circuit breaker Seven Hundred

having breaking capacity ICU of 25 KA. Ninety Rupees

at 415 V,having normal current rating and Twenty

up to 25 A to 100A. with Fixed thermal Three Paise Only

& 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.

ICS=100% of ICU only Cat III

(L & T, INDOASIAN, SWITCHER,

HAVELLS,ABB, LEGRAND, C & S)

49 6.00 Plastic enclosure fitted with DIN rail 108.07 One Hundred Nos.

suitable for incorporating Three /Four Eight Rupees

nos. MCB and Seven Paise

50 3.00 Providing and erecting Annealed bare 794.87 Seven Hundred kg.

Copper wire 8 to 16 SWG. Ninety Four

51 31.00 Providing and erecting Pipe type 368.65 Three Hundred Nos

earthing having 150 cms.long and 2.5 Sixty Eight

cms. dia. galvanised iron pipe with Rupees and

coupling and buch buried in specially Sixty Five Paise

prepared earth pit complete with Only

necessary 8 SWG earth wire.

52 31.00 For using salt and charcoal / coke as 171.70 One Hundred Nos

required for pipe type earthing. Seventy One

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53 Supplying & erecting earth pit of

minimum bore 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

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:- 0.2 ohm / meter testing as

per IEC 62561-2017, Voltage drop:- <

volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :-

Earthing compound should be capable

(a)retain moistureInstallation

For Electrical for long time

up to 440V 4591.46 Four Thousand Nos.

in normal soil Five Hundred

Length of pipe - 1 Mtr Ninety One

Back filling compound - 1 Nos Bag of Rupees and

15 Kg. Forty Six Paise

54 48.00 Providing , erecting , fabricating the 77.77 Seventy Seven Kg.

M.S. structure as per requirement on Rupees and

site incorporating proper size of M.S. Seventy Seven

angles,square,round, flats, bars, Paise Only

channels, sections complete with

cutting, welding, grinding & finishing

duly painted with one coat of red oxide

with erection on site as per direction of

engineer in charge with necessary

grouting, cementing, plastering &

finishing complete.

55 150.00 Providing and erecting FRLS-XLPE 184.83 One Hundred Mtr.

(IS:7098)(I)-88 ISI armoured cable Eighty Four

multistrand Aluminium conductor for Rupees and

1.1 kV. to be laid on wall with Eighty Three

necessary clamps or in existing trench Paise Only

/ pipe of following size of cables

(A) 4 core 16 Sq. mm (RR KABEL,

FINOLEX,AVOCAB, ANCHOR,

HAVELLS, POLYCAB, KEI,ADCAB)

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56 Providing and erecting XLPE

(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

1300.00 (B) 4 core 6 Sq. mm (RR KABEL, 151.50 One Hundred Mtr.

FINOLEX,AVOCAB, ANCHOR, Fifty One

HAVELLS, POLYCAB, KEI,ADCAB) Rupees and Fifty

300.00 (C) 4 core 10 Sq. mm (RR KABEL, 168.67 One Hundred Mtr.

FINOLEX,AVOCAB, ANCHOR, Sixty Eight

HAVELLS, POLYCAB, KEI,ADCAB) Rupees and

57 1300.00 Making trench in soft soil of suitable 55.55 Fifty Five Mtr.

width of 90 cm deep for laying cable or Rupees and Fifty

locating the fault all over the run and Five Paise Only

back filling the same and making the

surface as normal ground.

58 230.00 Making trench in Hard Murrum / Tar 74.74 Seventy Four Mtr.

Road of suitable width of 90 cm or Rupees and

required depth for laying any size of Seventy Four

cable or locating the fault all over the Paise Only

run and back filling the same and

making the surface as normal ground.

20.00 (B) If additional machinery like hammer 357.54 Three Hundred Mtr.

driller or JCB use [Add] Fifty Seven

Rupees and Fifty

Four Paise Only

59 1620.00 Providing & laying approved make 73.73 Seventy Three Mtr

Double walled corrugated pipes (DWC) Rupees and

of polyethylene(conforming to IS 14930 Seventy Three

II )with necessary connecting Paise Only

accessories of same material at

required depth in existing trench for

laying of cable. below ground / road

surface for enclosing cable (B)63mm

60 Providing and, fixing heavy duty flange

type brass cable gland with rubber ring

for PVC insulated armoured cable

complete with out going tails, insulating

tape etc for following size of cables.

60.00 (B) 2 to 4 core 6 Sq. mm 38.38 Thirty Eight Nos.

6.00 (C) 2 to 4 core 10 Sq. mm 38.38 Thirty Eight Nos.

2.00 (D) 2 to 4 core 16 Sq. mm 47.47 Forty Seven Nos

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61 Solder less crimping type Aluminium

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.

240.00 (A) 1.5/ 2.5/4/6 Sq.mm 6.06 Six Rupees and Nos.

48.00 (B) 10 Sq.mm 13.13 Thirteen Rupees Nos.

8.00 (C) 16/25 Sq.mm. 15.15 Fifteen Rupees Nos.

62 Supplying and erecting approved make

Octagonal pole made from HR sheet

steel. The pole should be made as per

IS. and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759,

suitable suspend local wind speed with

integral Junction box consist of terminal

plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail

for MCB Mounting, stud type terminal

and arrangement for cable termination

to be erected With Suitable foundation

(Included) as per details given by

manufacturer considering site

31.00 (D) 6 Mtr. Long 70 mm Top X 135 mm 9011.22 Nine Thousand Nos.

bottom dia, 3 mm thickness with Eleven Rupees

200mmX200mmX12mm base plate, 4- and Twenty Two

M20 Bolts and 600mm long with Paise Only

necessary G.I. J Bolts .Approx Pole

63 Supplying and erecting Street light pole

bracket comprising main B Class MS

pipe of 4.2 cm/require outside dia.

complete with suitable B Class M.S.

sleeve tubing of approx. 45cms.length

and suitable for 76.5mm/80mm/require

size of pole top having nuts and bolts

for fixing the brackets and having

spread of 0.5 mtr. Length with

deg.with vertical plane and suitable

welded stiffener reducer and nipple with

check nut complete painted with one

coat.of Red oxide / PU base primer and

two coats of Aluminium / PU paint. paint

with following nos of arms.

27.00 [A] Single Arm bracket 0.5 Mtr 450.46 Four Hundred Nos.

Fifty Rupees and

Forty Six Paise

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

64 2.00 Supplying & erecting approved make 3168.37 Three Thousand Nos.

Digital time switch having lithium cell 6 One Hundred

yNos.rs operative and operate battery Sixty Eight

backup 1 channel day clock with 14 Rupees and

memory programme, suitable to operate Thirty Seven

on 240V + 5%, 16A with, floating

contacts Minimum switching setup time

1 minimum & LCD display. Also

comprised permanent ON/OFF

switching. Programming switches &

housed in fire proof thermoplastic

enclosure & transparent cover erected

as required with necessary connection

erecting power contactor

,AC3 duty for time switch complete

erected as per direction Cat III

2.00 (D) 4 pole 440V 40 Amp. 2782.55 Two Thousand Nos.

Rupees and Fifty

Five Paise Only

66 Supplying & erecting IP 55 grade

following size section pillar fabricated

from joint less M.S. Sheet with angle

iron legs made from jointless M.S.

Angle with cable clamps to be buried in

ground to have appropriate erection to

work uniform until erected with cement

concrete foundation and 45 cm high

bricks work finishing with plaster etc.

hinged double door internally supported

with internal and outside looking

arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of

Two Nos. one is welded and other with

nut and bolt for erecting Bakelite sheet.

Painting the Section Pillar inside and

out side with three tank powder coated

paint. section pillar roof should be

without joint with water lNos.kage proof

& tested as per IP 55 test & followed by

3.00 (B) 75 X 60 X 45 cm section pillar 3595.60 Three Thousand Nos.

fabricated from 16 Gauge MS Sheet Five Hundred

with angle iron legs 45 cm long made Ninety Five

from 35 X 35 X 5 mm thick MS angle. Rupees and

Sixty Paise Only

67 Supplying and erecting HYLAM sheet

on existing angle iron frame.for

following thickness

1.35 (C) 6mm 1156.45 One Thousand sq.mtr

Fifty Six Rupees

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

68 Supplying and erecting Flexible PVC

insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of

following size to be erected as directed.

301.00 (e) 1.50 Sq.mm 3 core round PVC 58.58 Fifty Eight Mtr.

sheathed (RR KABEL, FINOLEX, Rupees and Fifty

ANCHOR, HAVELLS, POLYCAB, KEI) Eight Paise Only

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure

and words ) of the tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractors

Dy.Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Radhanpur Patan