Gram Panchayat Office

Name of Work :- Construction of Gram Panchayat office (Frame structure) at Village Padari,

Ta. Talaja Dist. Bhavnagar

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

1 83.800 Cum Excavation for foundation upto 1.5 125.85 Rupees One One

m depth including sorting out and Hundred Twenty Cubic

stacking of useful materials and Five And Paise metre

disposing off the excavated stuff as Eighty Five Only

directed upto all lead (A) Loose or

2 31.300 Cum Excavation for foundation for depth 174.55 Rupees One One

from 1.5 m to 3.0 m including Hundred Seventy Cubic

sorting out and stacking of useful Four And Paise metre

materials and disposing off the Fifty Five Only

excavated stuff upto all lead.(B)

Dense or Hard soil.

3 19.000 Cum Providing and laying cement 3106.66 Rupees Three One

concrete 1:3:6 (1‐ Cement : 3‐ coarse Thousand One Cubic

sand : 6‐ Machine Crushed stone Hundred Six And metre

aggregates 40 mm nominal size) and Paise Sixty Six

curing complete excluding cost of

formwork in (A) Foundation and

Plinth. For PCC.

4 10.600 Cum Brick work using common Brunt 4279.97 Rupees Four One

clay building bricks having crushing Thousand Two Cubic

strength not less than 35 Kg./ Sq.cm. Hundred Seventy metre

in foundation and plinth in cement Nine And Paise

Ninety Seven Only

mortar 1:5 (1 cement: 6 fine sand)

(b) Conventional.

5 94.700 Cum Filling available excavated earth 137.47 Rupees One One

(excluding rock) in trenches. plinth, Hundred Thirty Cubic

sides of foundations etc. in layers not Seven And Paise metre

exceeding 20 cm. in depth Forty Seven Only

consolidating each disposited layer

by ramming and watering.

6 53.000 Cum Filling in foundation and plinth with 304.59 Rupees Three One

murrum or selected soil in layers of Hundred Four And Cubic

20cm. thickness including watering, Paise Fifty Nine metre

ramming and consolidating etc. Only

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

7 12.800 Cum Providing and laying ordinary 7850.49 Rupees Seven One

cement concrete M200 and curing Thousand Eight Cubic

complete including the cost of Hundred Fifty metre

formwork but excluding the cost of And Paise Forty

reinforcement for RCC work. (a)

Foundation, Footing base of column

mass concrete. For Footing /Raft

8 7.100 Cum Providing and laying ordinary 7221.10 Rupees Seven One

cement concrete 1:1.5:3 (1 cement : Thousand Two Cubic

1.5 coarse sand : 3 graded stone Hundred Twenty metre

aggregates 20 m.m. nominal size) One And Paise

and finishing smooth with curing etc.

complete including the cost of form

work but excluding the cost of

reinforcement for R.C.C. work in

:Plinth Beam(i) Having cross

sectional area .08 to 0.12 sqm.

9 30.400 Cum Providing, Laying and Interloacking 5266.61 Rupees Five One

120mm/200mm/230mm Masonary Thousand Two Cubic

work using Aerated light weight Hundred Sixty Six metre

concrete block (AAC) having And Paise Sixty

crushing strength not less than

kg/sqcm for Foundation and upto

plinth level, using bonding material

as a best and approved quality of

adhesive mortar suitable with layer

of 4 mm thick laying with using of

thread towel tools, finishing joint,

surface, reuire scafolding etc

complete by Engineer Incharge.

10 3.100 Cum Providing and laying cement 5334.07 Rupees Five One

concrete work 1:1.5:3(1- Cement : 2- Thousand Three Cubic

Hundred Thirty metre

Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and Four And Paise

curing complete excluding cost of

formwork and reinforcement for

reinforced concrete work in

(B)Lintels & Sill for all floor level.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

11 1.700 Cum Providing & laying ordinary C.C. 6954.10 Rupees Six One

1:1.5:3 (1 cement: 1.5 coarse sand : 3 Thousand Nine Cubic

graded stone aggregate of 20 mm Hundred Fifty metre

nominal size)for R.C.C.Chhajja Four And Paise

including finashing smooth with

curing etc.complete including cost of

form work but excluding cost of

reinforcement. For all Floor.

12 9.500 Cum Providing and laying ordinary 7354.79 Rupees Seven One

cement concrete M200 and curing Thousand Three Cubic

etc. complete including the cost of Hundred Fifty metre

form work but excluding the cost of Four And Paise

Seventy Nine Only

reinforcement for RCC work ©

Column For all Floor.

13 9.500 Cum Providing and laying ordinary 7216.62 Rupees Seven One

cement concrete M200 (1:1.5:3) and Thousand Two Cubic

Hundred Sixteen metre

curing etc. complete including the

cost of form work but excluding the And Paise Sixty

cost of reinforcement for RCC work

(B) Beam For all Floor.

14 14.600 Cum Providing & laying ordinary C.C. 7151.07 Rupees Seven One

1:1.5:3 (1 cement : 1.5 coarse sand : Thousand One Cubic

3 graded stone aggregate of 20 mm Hundred Fifty One metre

nominal size) and finishing smoothe And Paise Seven

with curing etc. Complete including

cost of form work but excluding cost

of reinforcement. for R.C.C. work in

(A) SLAB having C.S. than 10 cm

and upto 13 cm thcikness. For all

15 1.800 Cum Providing and laying ordinary 7605.06 Rupees Seven One

cement concrete M-200 and curing Thousand Six Cubic

complete including the cost of form Hundred Five And metre

work but excluding the cost of Paise Six Only

reinforcement for reinforced

concrete work in STAIRCASE For

16 6867.000 Kg Providing TMT Bar FE 415 68.32 Rupees Sixty One

reinforcement for R.C.C. work Eight And Paise Kilogra

including bending, binding and Thirty Two Only m

placing in position complete For all

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

17 15.900 Sqm Providing and laying Black or 2622.94 Rupees Two One

Colour Machine Cut free edges, Thousand Six Squere

Machine polished Granite Stone slab Hundred Twenty metre

18 mm thick single piece For Stair, Two And Paise

Ninety Four Only

Step, Landing, Skirting etc as per

design including fully moulded

round front edge and 1cm nosing and

necessary groove on trade of steps

laid on 20 mm thick cement mortar

1:6 (1-cement : 6 coarse sand)

jointed with grey cement slurry

including rubbing, polishing &

Finishing etc complete as directed by

Enginner in Charge.(Sill-Jems)

18 8.200 Sqm Providing and fixing 35 mm thick 3815.67 Rupees Three One

panelled ,glazed or panelled and Thousand Eight Squere

Hundred Fifteen metre

glazed shutters, for Doors windows

and clearstory windows including And Paise Sixty

anodised alluminium But hinges with

necessary screws and indian teak

wood shutters with. (B) 12 mm

Thick Particle board panels

including applying primer and two

coats of oil painting etc. complete

19 10.800 Sqm Providing and fixing Colour 2923.95 Rupees Two One

anodised alluminium sliding three Thousand Nine Squere

Hundred Twenty metre

track window with fix top having

Jindal Series Section Number Frame Three And Paise

Ninety Five Only

Bottom track 21651, Frame top &

Sides No.21650, shutter top rail

Section No.20530, Bottom Rail

Section no. 20529, Side Rail Section

No.20544, interlocks Rail Section

No.20531 type one track for S.S.

wire gauge shutter including rubber

beading, P.V.C. Virgin , '5' thick

Transparent glass, Maruti type

handle, bearing, fixture and fastening

etc. including all labour and material

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

20 0.800 Sqm Providing and fixing Ventilation of 2965.48 Rupees Two One

standard extruded Anodised Thousand Nine Squere

Alluminium section of size 65 X 25 Hundred Sixty metre

X 1.25 mm of section no 14031@ Five And Paise

Forty Eight Only

Wt 0.59 kg/Rmt with colour

anodized alluminium fame with

mm thick Bajari figured glass with

adjustable louvers of standard (I.S)

make as per detail given in elevation

etc complete as per instruction of

Engineer in charge & approved

make. Ventilation

21 1.600 Sqm Providing & fixing openable Single 3319.11 Rupees Three One

shutter pivoted door as per detail Thousand Three Squere

drawing with Anodized Aluminium Hundred Nineteen metre

standard extruded hollow section And Paise Eleven

20102 for frame 101.60 X 44.45 X

2.5 mm @ wt 1.979 kg/mt & shutter

section 19516 size 53.7 X 44.45 X

mm @ wt 1.238 kg/mt anodized

Aluminium of approved colour with

5 mm thick transparent float glass

using of transparent silicon gasket

with fixed transparent glass, SS

fixture & fasting etc complete as per

instruction of Engineer in charge &

22 246.900 Sqm Providing 20mm thick sand faced 350.57 Rupees Three One

cement plaster on walls upto height Hundred Fifty Squere

10 metres above ground level And Paise Fifty metre

consisting of 12mm thick backing Seven Only

coat of C.M. 1:3 (1-cement : 3-sand)

and 8mm thick finishing coat of

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

including scaffolding curing etc.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

23 232.900 Sqm Providing 20 mm thick double coat 290.70 Rupees Two One

smooth cement plaster on interior Hundred Ninety Squere

ACC block / concrete work for And Paise Seventy metre

plastering comprising of base coat of Only

12 mm thick cement plaster in

cement mortar (1 Cement : 4 coarse

sand) in rough finishing and 8 mm

thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished

with trovel including scaffolding

curing etc. complete.

24 102.200 Sqm Providing 10mm thick cement plaster 149.10 Rupees One One

in single coat on brick/concrete walls Hundred Forty Squere

for interior plastering upto floor two Nine And Paise metre

level and finished even and smooth Ten Only

in (i)Cement mortar 1:3 (1-cement:3-

25 246.860 Sqm Finishing wall with weather proof 122.13 Rupees One One

exterior emulsion paint on wall Hundred Twenty Squere

surface (two coats) to give an Two And Paise metre

required shape even shade after Thirteen Only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

26 335.100 Sqm Applying two coats of acrylic laphy 40.59 Rupees Forty And One

(putty) & two coats of primer of Paise Fifty Nine Squere

approved brand and manufacture on

new wall surface to give an even

shade including thoroughly brushing

the surface free from mortar

dropping and other foreign matter

and sand papered smooth as per

instruction of Engineer in charge &

27 335.100 Sqm Wall painting (two coats) with 128.38 Rupees One One

plastic emulsion paint of approved Hundred Twenty Squere

brand and manufacture on Eight And Paise metre

undecorated wall surface to give an Thirty Eight Only

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

28 109.200 Sqm P & L 24" x 24" vitrified 8 mm thick 1294.51 Rupees One One

tile flooring over 20 mm (average) Thousand Two Squere

base of cement mortar 1:6 ( 1 Hundred Ninety metre

cement: 6 coarse sand) on new Four And Paise

surface or fixing on existing flooring

by adhesive material including

dismentaling of existing flooring and

jointed with color cement slurry

including Dedo (10mm Thick

Plaster) finised with flush pointing &

cleaning the surface etc. complete for

29 113.200 Sqm Providing and laying Ceramic tiles 1015.77 Rupees One One

6mm thick in flooring treads of steps Thousand Fifteen Squere

and landing laid on a bed of 12mm And Paise Seventy metre

thick cement mortar 1:3 (1-cement : Seven Only

3-coarse sand ) finishing with flush

pointing in white cement.

30 13.000 Sqm Providing and laying white glazed 889.23 Rupees Eight One

tiles 6mm thick in flooring treads of Hundred Eighty Squere

steps and landing laid on a bed of Nine And Paise metre

12mm thick cement mortar 1:3 (1- Twenty Three

cement : 3-coarse sand ) finishing

with flush pointing in white cement.

31 570.600 Kg Providing and fixing M.S. grills/ 108.75 Rupees One One

Railing of required pattern to M.S. Hundred Eight Kilogra

frames of windows ,Door , Jali etc. And Paise Seventy m

with M.S. flats at required spacings Five Only

and frame alround, square or round

bars with round headed bolts and

nuts or by screws including all

Fixture etc complete as directed by

Engineer in charge

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

32 21.100 Rm Providing, laying and jointing in true 897.78 Rupees Eight One

line and level 110 diametre U.P.V.C Hundred Ninety Running

(Type B) conforming to IS 13592- Seven And Paise metre

1992 with one end plain and other Seventy Eight

end socketed with rubber ring, &

fittings conforming to ISI 14735-

1999 of approved make for drainage

systempipe line, pipe shall be jointed

with each other with rubber

lubricant, pipe shall be fixed on wall

using of PVC clamp of thesize

mm diametre x 149 mm length x145

mm heigh at every 2000 mm center

tocenter or shall be concealed in

walls asdirected including necessary

fittings such as bends, shoes etc.

including testing of pipesand joints

and jointed with adhesive solvent

cement including cost of all

33 3.000 Rm Providing laying and jointing in true 72.64 Rupees Seventy One

line and level 15mm dia. U.P.V.C. Two And Paise Running

Pipe ( SCH- 40) for cold water Sixty Four Only metre

including fittings 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

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

34 15.000 Rm Providing laying and jointing in true 91.83 Rupees Ninety One

line and level 25mm dia. U.P.V.C. One And Paise Running

Pipe ( SCH- 40) for cold water Eighty Three Only metre

including fittings 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

35 25.000 Rm Providing laying and jointing in true 195.66 Rupees One One

line and level 50mm dia. U.P.V.C. Hundred Ninety Running

Pipe ( SCH- 40) for cold water Five And Paise metre

including fittings as approved by Sixty Six Only

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

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

36 1.000 No Providing and fixing water closet 1496.40 Rupees One One

squatting Pan (Indian type W.C. Pan) Thousand Four Number

size 580mm (Earthwork, bed Hundred Ninety

concrete, foot reste and trap to be Six And Paise

measured and paid for separately)

(A) Vitreous China.(I) Long pattern

= White colour (Providing and fixing

100mm size P or S trap for water

closet squatting pan including

jointing the trap with the pan and soil

pipe in cement Mortar 1:1 (1-

Cement : 1-Fine sand)(A) Vitreous

China.) ( Providing and fixing in

Cement Mortar 1:3 (1- Cement : 3-

coarse sand)a, pair of white vitreous

China 250mm x 130mm x 30mm

footrest to long pattern squatting pan

water closet.) ( Providing and fixing

G.I. inlet connection for flush pipe

with W.C. Pan).

37 1.000 No Providing and fixing Gun metal 186.82 Rupees One One

check or non return fullway wheel Hundred Eighty Number

valve.(A) 15mm dia. Six And Paise

Eighty Two Only

38 1.000 No Providing and fixing chromium 263.77 Rupees Two One

plated brass half turn flush cock of Hundred Sixty Number

approved quality including fixing in Three And Paise

pipe line etc. complete.(ii) 25mm Seventy Seven

39 1.000 No Providing and fixing screw down bib 186.83 Rupees One One

taps of following size.(B) Brass Hundred Eighty Number

chromium plated screws down Bib Six And Paise

Tap. (i) 15mm dia. Eighty Three Only

40 1.000 No Providing and fixing Gun metal 420.63 Rupees Four One

check or non-return full way wheel Hundred Twenty Number

valve.(C) 25mm dia. And Paise Sixty

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

41 1.000 No Providing and fixing PVC SWR 600.23 Rupees Six One

Nahni trap IS 14735 for drain - 100 Hundred And Number

mm diameter with jali of the Paise Twenty

following nominal diameter of self Three Only

cleansing design with C.I scread

down or hinged grating including the

cost of cutting and making good the

42 2.000 No Constructing Brick masonry road 2545.85 Rupees Two One

gully chamber 450mm x 450mm x Thousand Five Number

775mm with vertical gating complete Hundred Forty

with C.I.Manhole cover. Five And Paise

Eighty Five Only

43 1.000 No Providing and fixing washbasin with 2170.59 Rupees Two One

single hole for pillar tap with C.I. or Thousand One Number

M.S. brackets painted white Hundred Seventy

including sutting holes and making And Paise Fifty

good the same but excluding

fittings.(A) Vitreous China:(ii) Flat

Back washbasin 550 mm x v 400mm

size. (i) In white colour. (Providing

and fixing C.P. brass waste for

washbasin or sink. (B) 40mm dia.)

(Providing and fixing M.I. fisher

union for washbasin or sink. (A)

32mm dia.) (Providing and fixing

pillar tap, capstan head, screw down

high pressure with screws, shanks

and back nuts. (i) 15mm dia.) (

Providing and fixing brass screw

down stop tap.(A) 15mm dia.)

44 500.000 Lit Providing erecting and fixing double 3.94 Rupees Three And One

coated ISI water tank of required Paise Ninety Four Litre

capacity each with all necessary Only

fittings and connection etc. complete

45 1.000 No Providing and Fixing FIRE 2525.00 Rupees Two One

EXTINGUISHER 6 KG ABC Thousand Five Number

including cost of labour complete Hundred Twenty

with providing 1 year guarantee for Five Only

each bottle including testing and

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

46 1.000 No Providing and Fixing FIRE 5050.00 Rupees Five One

EXTINGUISHER 4.5 KG CO2 Thousand Fifty Number

including cost of labour complete Only

with providing 1 year guarantee for

each bottle including testing and

47 1.000 Sqm Providing & Fixing 4 mm thick 1928.09 Rupees One One

Acrylic sheet name board size 2.00 Thousand Nine Squere

mt x 0.60 sqm. With painting letters Hundred Twenty metre

Indicating Gram panchayat office / Eight And Paise

Village/ Taluka/ Dist. Etc. as

directed by Adm. Department etc.

with all required material & Labour

48 101.400 Sqm Providing and laying integral cement 704.98 Rupees Seven One

based water proofing of average 100 Hundred Four And Squere

mm thick in proper slope as per Paise Ninety Eight metre

specifications given below: a) Only

cleaning RCC slab and applying neat

cement slurry mixed with

waterproofing compound . b)

providing and laying brickbat coba in

CM 1:4 mixed with water proofing

compound and curing for a period of

72 hours. c) laying of 25mm thick

PCC 1:1.5:3 mix with 6mm and

down size coarse aggregate and

water proofing compound, finishing

smooth, making half round vata at

the junction of parapet wall and slab,

49 19.100 Sqm Providing 20 mm. thick Water Proof 367.43 Rupees Three One

cement plaster for sunk in single coat Hundred Sixty Squere

on brick / concrete wall for interior Seven And Paise metre

plastering up to floor two level Forty Three Only

finished even and smooth (i) Cement

mortar 1:3 (1-cement : 3-sand) and

mixing waterproofing materials of

approved brand and manufacture in

cement mortar in proportion

recommended by the manufacturer.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

50 15.000 Point Point wiring for Light / Bell with 2-1.5 419.15 Rupees Four One

sq.mm & earth wire of 1.5 sq.mm (Green) Hundred Nineteen Point

both are of ISI marked 1.1 KV grade FRLS And Paise Fifteen

PVC insulated multi strand copper wires up Only

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.(a) with medium class Rigid PVC

pipe and accessories erected flushed on

wall/ceiling complete Cat. III

51 5.000 Point Point wiring for FAN with 2-1.5 sq.mm & 598.93 Rupees Five One

earth wire of 1.5 sq.mm (Green) both are of Hundred Ninety Point

.ISI marked 1.1 KV Grade FRLS PVC Eight And Paise

insulated multi strand copper wires up to 10 Ninety Three Only

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.(a) with medium

class Rigid PVC pipe and accessories

erected flushed on wall/ceiling complete

52 3.000 Point Point wiring for on board Looped Plug with 241.39 Rupees Two One

6A Modular type switch & 5 pin socket Hundred Forty Point

erected on PVC / Metallic/Wooden box, One And Paise

single mounting base frame covered with Thirty Nine Only

textured / metallic/white front plate modules

erected on / in wall / ceiling with following

type accessories Cat. III

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

53 9.000 Point Point wiring for Individual Plug with & 445.41 Rupees Four One

earth wire of 2- 1.5 sq.mm both are of ISI Hundred Forty Point

marked 1.1 KV grade FRLS PVC insulated Five And Paise

multi strand copper wires up to 10 mtr Forty One Only

length, in below type of pipe erected

complete with Modular type switch & 5 pin

Plug erected on PVC / Metallic/Wooden 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 and 6 a switch with 2-1.5

sq.mm Cu. Wire from nearby

switchboard/mcb db board (a) with medium

class Rigid PVC pipe and accessories

erected flushed on wall/ceiling complete

54 3.000 Point Point wiring for Individual Plug with & 669.63 Rupees Six One

earth wire of 2- 1.5 sq.mm both are of ISI Hundred Sixty Point

marked 1.1 KV grade FRLS PVC insulated Nine And Paise

multi strand copper wires up to 10 mtr Sixty Three Only

length, in below type of pipe erected

complete with Modular type switch & 5 pin

Plug erected on PVC / Metallic/Wooden box

covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe

erected with following type of

accessories.[II] For 16A Plug and 16 amp

switch with 2-2.5 sq.mm Cu. Wire from mcb

db board.(a) with medium class Rigid PVC

55 2.000 No Decorative call bell Ting-tong box type 250 68.68 Rupees Sixty One

volts complete erected Eight And Paise Number

Sixty Eight Only

56 7.000 No Supplying and erecting led lamps with 188.87 Rupees One One

following wattage capacity of 220 to 240 Hundred Eighty Number

voltage, minimum 15000 burning hours life, Eight And Paise

500 V in built-surge Eighty Seven Only

protection,Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders, pf

>= 0.5 (A) LED Lamps integral type, with

PC diffuser suitable LAMP holder (iii) 10 to

57 5.000 No Miniature circuit breaker single pole 6A to 112.11 Rupees One One

25A suitable to operate on 240 V A.C. Hundred Twelve Number

system and having breaking capacity 10 KA And Paise Eleven

to be erected in existing box. confirming to Only

IS 8828/1996 with ISI Mark

58 1.000 No Providing & erecting 240 V MCB double 295.93 Rupees Two One

pole switch for lighting load (B Curve) Hundred Ninety Number

having 10 KA breaking capacity & Five And Paise

Confirming to IS :8828 in Existing box , Ninety Three Only

having capacity

(B) 40 Amp.- Cat-III

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

59 1.000 No Providing and erecting Sheet Steel powder 867.59 Rupees Eight One

coated MCB distribution board - flush / Hundred Sixty Number

surface mounted fitted with busbar, neutral Seven And Paise

link, earth bar and DIN rail, Conforms to IS Fifty Nine Only

8623-1 & 3, IEC 61439-1 & 3 without MCB

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) (iv)12 way

60 5.000 No Providing & erecting Approved make 1596.81 Rupees One One

Ceiling Fan with double ball bearing ISI Thousand Five Number

mark with Condenser 230 volt A.C. 50 c/s, Hundred Ninety

1200 mm sweep complete having 3blades Six And Paise

with aluminium blades with , canopy &

Eighty One Only

cms. down rod erected on existing hook or

Clamp with 24/ 0.2, 3 core flexible wire with

(Make shall be approved by Engineer in

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or In Figure In Words. according to

No. less. Rs. Ps estimated

61 1.000 No Pipe type earthing having 150 cms.long and 540.35 Rupees Five One

2.5 cms. dia. Galvanised iron pipe with Hundred Forty Number

coupling and buch buried in specially And Paise Thirty

prepared earth pit complete with necessary 8 Five Only

SWG earth wire. For using salt and charcoal

/ coke as required for pipe type earthing.

Rupees Twenty Lakh(s) Sixty Seven Thousand Four Hundred Ninety Seven And Paise Total

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our

tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

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 Contractor

Executive Engineer

Panchayat R.& B. Division