Construction of Checkdam cum Causeway to Dhandhleshwar Temple road at village Lilakha, Construction of Checkdam cum Causeway near Vallbhbhai Vasharambhai Vekariyas Farm at Valadhari, Providing paving block in Gondal taluka panchayat office campus & Construction of Community hall at village Vavdi Vida

Name of Work : Construction of Checkdam cum Causeway to Dhandhleshwar Temple road

at village Lilakha, Construction of Checkdam cum Causeway near

Vallbhbhai Vasharambhai Vekariyas Farm at Valadhari, Providing paving

block in Gondal taluka panchayat office campus & Construction of

Community hall at village Vavdi Vida

Taluka : Gondal District : Rajkot

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

1 51.92 Cu.M. Excavation for foundation upto 164.82 Rupees One One

all depth including sorting out Hundred Sixty Cu.M.

and stacking of useful Four and Eighty

materials and disposing off the Two Paise.

excavated stuff upto all lead.(B)

Dense or Hard soil

2 193.71 Cu.M. Excavation for foundation upto 279.81 Rupees Two One

all depth including sorting out Hundred Cu.M.

and stacking of useful Seventy Nine

materials and disposing off the and Eighty One

excavated stuff upto all lead.(C) Paise.

3 1.01 Cu.M. Excavation for foundation up to 291.30 Rupees Two One

all depth including sorting out Hundred Ninety Cu.M.

and stacking of useful materials One and Thirty

and disposing of the excavated Paise.

stuff upto all lead. (D) Soft rock

not requiring Blasting

4 68.62 Cu.M. Box cutting the road surface to 114.44 Rupees One One

proper slope and camber for Hundred Cu.M.

making a base for road work Fourteen and

including removing the Forty Four

excavated stuff and depositing Paise.

on the road side slope as

directed upto all lead.

5 49.43 Cu.M. Providing and laying cement 2739.85 Rupees Two One

concrete 1:4:8 (1- Cement : 4- Thousand Cu.M.

coarse sand : 8- Crushed Stone Seven Hundred

Aggregates 40 mm nominal Thirty Nine and

size) and curing complete Eighty Five

excluding cost of formwork in (A) Paise.

Foundation and Plinth

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

6 40.00 R.Mt. Supplying and fixing reinforced 723.93 Rupees Seven One

concrete heavy duty non- Hundred R.Mt.

pressure pipes with collars for Twenty Three

culverts including setting and and Ninety

joining the pipes in C.M. 1:2 Three Paise.

watering and laying (to level or

slope) of I.S. class NP2 of

following internal diameters.(iii)

7 243.80 Cu.M. Providing and casting in situ 3749.16 Rupees Three One

Ordinary cement concrete M- Thousand Cu.M.

150 for R.C.C. Raft and cut-off Seven Hundred

walls including necessary Forty Nine and

shuttering laying, vibrating, Sixteen Paise.

ramming and curing complete.

8 265.50 Cu.M. Filling available excavated 137.47 Rupees One One

earth (excluding rock) in Hundred Thirty Cu.M.

trenches. plinth, sides of Seven and

foundations etc. in layers not Forty Seven

exceeding 20 cm. in depth Paise.

consolidating each disposited

layer by ramming and watering.

9 96.00 Cu.M. Supplying & stacking of crushed 761.73 Rupees Seven One

stone aggregates , chipings of Hundred Sixty Cu.M.

40 to 63 mm size of hard stone One and

free of disintegrated pieces Seventy Three

deletarious and organic (for Paise.

wbm) and grading as per I.R.C

code including filling the

measure boxes with all lead

10 10.50 Cu.M. Supplying and stacking of stone 439.11 Rupees Four One

dust materials on road site Hundred Thirty Cu.M.

including filing the measure Nine and

boxes with all lead. Eleven Paise.

11 96.00 Cu.M. Spreading the stone aggregate 274.73 Rupees Two One

for rolling and W.B.M. including Hundred Cu.M.

filling the interstices to required Seventy Four

camber and gradient (excluding and Seventy

spreading of Blindage)(ii) 40mm Three Paise.

to 63mm size aggreagates.

12 10.50 Cu.M. Spreading blindage or road 162.21 Rupees One One

crust filling the gaps in metal Hundred Sixty Cu.M.

and leveling to camber and Twenty One

gradient as directed.(i) Murrum Paise.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

13 341.24 Sq.M. Rolling and consolidation of 22.74 Rupees Twenty One

soling including filling in Two and Sq.M.

depression which occur during Seventy Four

the process, with power roler 8 Paise.

tonne to 12 tonne.

14 53.10 Cu.M. Providing and casting in situ 4316.23 Rupees Four One

ordinarycement concrete M-200 Thousand Cu.M.

for average 75 mm thick wearing Three Hundred

coat laid as directed including Sixteen and

tamping ,vibrating, finishing, Twenty Three

curing and filling in joints with Paise.

bitumen complete.

15 7676.50 Kg. Providing TMT Bar FE 415 68.32 Rupees Sixty One

reinforcement for R.C.C. work Eight and Thirty Kg.

including bending, binding and Two Paise.

placing in position complete upto

floor two level

16 34.12 Cu.M. Construction of 10 cm average 4316.23 Rupees Four One

thick cement concret road with Thousand Cu.M.

ordinary cement concrete M-200 Three Hundred

with trimix type laying , vibrating, Sixteen and

and finishing system including Twenty Three

sprinkling floting coat of neat Paise.

cement slurry at rate

kg./Sq.M. with providing and

filling expansion joint etc.

complete for wearing coat in

17 13.28 Cu.M. Providing and Laying ordinary 6888.14 Rupees Six One

cement concrete 1:2:4 (1- Thousand Eight Cu.M.

Cement 2- coarse sand : 4- Hundred Eighty

graded stone aggregates 20 mm Eight and

nominal size) and finishing Fourteen Paise.

smooth with curing etc. complete

including the cost of formwork

but excluding the cost of

reinforsement for R.C.C work in

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

18 2.10 Cu.M. Masonary work using Aerated 4598.27 Rupees Four One

light weight concrete block Thousand Five Cu.M.

having crushing strength not Hundred Ninety

less than 35 kg/sqcm for super Eight and

structure above plinth level upto Twenty Seven

floor two level in cement mortar Paise.

1:5 ( 1 cement : 5 fine sand )

complete as per Technical

19 457.50 Sq.M. Providing and fixing pre-cast 705.12 Rupees Seven One

Rubber Dye / steel Dye inter Hundred Five Sq.M.

locking concrete block 60mm and Twelve

thick with grade of concrete Paise.

M300 pnumatic compressed /

vibrated mechanically and as per

approved design Confirming to

IS 15658 : 2006 including

mm Sand layer for levelling and

filling the joint with sand in

proper line and level as per

guidlines of IRC : SP 63-2018

20 1.70 Cu.M. Providing and laying cement 3772.12 Rupees Three One

concrete 1:2:4 (1- Cement : 2- Thousand Cu.M.

Coarse sand : 4- graded stone Seven Hundred

aggregates 20 mm nominal size) Seventy Two

and curing complete excluding and Twelve

cost of formwork in (A) Paise.

Foundation and Plinth

21 20.91 Cu.M. Brick work using common burnt 4376.38 Rupees Four One

clay building bricks having Thousand Cu.M.

crushing strength not less than Three Hundred

35 Kg./Sq.Cm. in foundation and Seventy Six and

plinth in C.M. 1:5 (1 – Cement, 5 Thirty Eight

– Fine sand) (B) Conventional Paise.

22 5.20 Cu.M. Providing and laying ordinary 10658.15 Rupees Ten One

cement 1:2:4 (1 -Cement : 2- Thousand Six Cu.M.

coarse sand :4 graded stone Hundred Fifty

aggregates 20 mm nominal size) Eight and

and finishing smooth with, curing Fifteen Paise.

etc. complete including the cost

of formwork but excluding the

cost of reinforcement for R.C.C.

work in (B) COLUMNS :

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

23 1.73 Cu.M. Providing and laying ordinary 8593.79 Rupees Eight One

cement 1:2:4 (1 -Cement : 2- Thousand Five Cu.M.

coarse sand :4 graded stone Hundred Ninety

aggregates 20 mm nominal size) Three and

and finishing smooth with, curing Seventy Nine

etc. complete including the cost Paise.

of formwork but excluding the

cost of reinforcement for R.C.C.

work in (A) BEAMS :

24 16.52 Cu.M. Brick work using common burnt 4671.52 Rupees Four One

clay building bricks having Thousand Six Cu.M.

crushing strength not less than Hundred

35 Kg./Sq.Cm. in super structure Seventy One

in C.M. 1:5 (1 – Cement, 5 – and Fifty Two

Fine sand) (B) Conventional Paise.

25 3.39 Cu.M. Filling in foundation and plinth 299.66 Rupees Two One

with murrum or selected soil in Hundred Ninety Cu.M.

layers of 20 cm. thickness Nine and Sixty

including watering, rarn.ming Six Paise.

and consolidating etc. complete.

26 0.80 Cu.M. Providing and laying ordinary 10219.39 Rupees Ten One

cement concrete 1:2:4 (1 – Thousand Two Cu.M.

cement, 2 – course sand, 4 – Hundred

graded stone aggregate 20 mm. Nineteen and

Nominal size) and curing Thirty Nine

complete including the cost of Paise.

formwork for R.C.C. lintel

(excluding the cost of

27 3.30 Cu.M. Providing and laying ordinary 7665.59 Rupees Seven One

cement concrete 1:2:4 (1 – Thousand Six Cu.M.

cement, 2 – coarse sand, 4 – Hundred Sixty

graded stone aggregate 20 mm. Five and Fifty

nominal size) and finishing Nine Paise.

smooth with curing etc. complete

including the cost of form work

but excluding the cost of

reinforcement for R.C.C. work in

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

28 5.61 Cu.M. Providing and laying ordinary 8355.04 Rupees Eight One

cement concrete 1:2:4 (1 – Thousand Cu.M.

cement, 2 – coarse sand, 4 – Three Hundred

graded stone aggregate 20 mm. Fifty Five and

nominal size) and finishing Four Paise.

smooth with curing etc. complete

including the cost of form work

but excluding the cost of

reinforcement for R.C.C. work in

29 2.18 Cu.M. Providing and laying cement 6660.13 Rupees Six One

concrete 1:2:4 (1 – cement, 2 – Thousand Six Cu.M.

coarse sand, 4 – graded stone Hundred Sixty

aggregate 20 mm. nominal size) and Thirteen

for reinforcement concrete Paise.

chhajas not exceeding 10 Cm.

thickness up to floor two level

including finishing the exposed

surface with cement mortar 1:3

(1 – cement, 3 – fine sand) to

give a smooth and even surface

centering and form work and

curing complete excluding cost

of reinforcement.

30 13.68 Sq.M. Providing and fixing 35 mm thick 5338.30 Rupees Five One

shutters for Doors, windows and Thousand Sq.M.

clearestory windows including Three Hundred

Indian teak wood frames 10 cm. Thirty Eight and

x 7 cm. size including anodized Thirty Paise.

alluminium fixtures and

fastenings including primer coat

of approved quality and two

coats of oil painting etc.

complete. (ii) Fully panelled

31 119.68 Sq.M. Providing 10 mm. thick cement 194.94 Rupees One One

plastering in single coat on Hundred Ninety Sq.M.

brick/concrete walls for interior Four and Ninety

plastering finished even and Four Paise.

smooth in cement mortar 1:3 (1

– cement, 3 – coarse sand)

including floating coat.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

32 138.06 Sq.M. Providing 20 mm. thick sand 330.72 Rupees Three One

faced cement plaster wall up to Hundred Thirty Sq.M.

height 10 meters above ground and Seventy

level consisting of 10 mm. thick Two Paise.

backing coat of C.M. 1:3 (1 –

cement, 3 – sand) and 8 mm.

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

– cement, 1 – sand) etc.

33 119.68 Sq.M. Wall painting (two coats) with 88.38 Rupees Eighty One

plastic emulsion paint of Eight and Thirty Sq.M.

approved brand and Eight Paise.

manufacture on undecorated

wall surface to give an even

shade including throughly

brushing the surface free from

mortar droppings and other

foreign matter and sand papered

34 138.06 Sq.M. Finishing wall with weather proof 122.13 Rupees One One

exterior emulsion paint on wall Hundred Sq.M.

surface (two coats) to give an Twenty Two

required shape even shade after and Thirteen

thoroughly brushing the surface Paise.

to remove all dirt, and remains of

loose powdered materials.etc

35 10.00 No. Providing and fixing G.I. Rain 101.90 Rupees One One

Hundred One No.

water spout of 50mm dia. and

30cm. length. Paise.

36 130.00 Kg. Providing and fixing M.S. grills of 123.42 Rupees One One

required pattern to wooden Hundred Kg.

frame of windows etc. with M.S. Twenty Three

flats and of required spacing and and Forty Two

frame around square or round Paise.

bars with round headed bolts

and nuts or by screws plain

37 4.67 Cu.M. Providing and laying in 2961.50 Rupees Two One

foundation and plinth under floor Thousand Nine Cu.M.

lime concrete with hand broken Hundred Sixty

stone aggregate 40 mm. One and Fifty

nominal size and 40 % mortar Paise.

comprising of 1 – lime putty : 2 –

fine sand and curing complete

excluding cost of form work.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

38 59.22 Sq.M. Providing and laying 24" X 24" 1546.84 Rupees One One

vitrified 8 mm thick tiles flooring Thousand Five Sq.M.

over 20 mm (Average) base of Hundred Forty

cement mortar 1:6 (1- Cement, 6- Six and Eighty

Coarse Sand) on new surface or Four Paise.

fixing on existing flooring by

adhesive material including

dismentalling of existing flooring

and jointed with colour cement

slurry including finished with

flush pointing & cleaning the

surface etc. complete for light

39 37.38 Sq.M. Providing and laying broken 779.69 Rupees Seven One

chine mosaic flooring for Hundred Sq.M.

terrace using 12 mm to 20 mm Seventy Nine

broken pieces of glazed tiles to and Sixty Nine

be laid over cement mortar 1:3 Paise.

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 directed.

40 4.00 Point Point wiring for Light / Bell with 404.00 Rupees Four One

2-1.5 sq.mm & earthwire of 1.5 Hundred Four Point

sq.mm (Green) both are of ISI only.

marked 1.1 KV grade FRLS

PVC insulated multistrand

copper wires, in following type of

pipe to be erected concealed in/

on surface on wall/ceiling

complete with 6A Modular type

switch / bell push & accessories

and earth continuity of following

type, erected on PVC / Metallic

box, single mounting base frame

covered with textured/metallic

front plate modules erected on /

in wall / ceiling as per pipe

erected, with necessary Lamp

holder/ceiling rose /

H.D.Connector as directed. (a)

with medium class Rigid PVC

pipe and accessories Cat. II

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

41 4.00 Point Point wiring for FAN with 2-1.5 585.80 Rupees Five One

sq.mm & earthwire of 1.5 Hundred Eighty Point

sq.mm (Green) both are of .ISI Five and Eighty

marked 1.1 KV Grade FRLS Paise.

PVC insulated multistrand

copper wires, in following type of

pipe to be erected concealed in /

flushed on wall/ceiling complete

with 6A Modular type switch and

hum free EME four or more step

type electronic fan regulator with

separately mounted and

accessories with earth continuity

of following type erected on PVC

/ Metallic box, single mounting

base frame covered with

textured/metallic front plate

modules erected on / in wall /

ceiling as per pipe erected. with

necessary ceiling rose /

H.D.Connector as directed. (a)

with medium class Rigid PVC

pipe and accessories Cat. II

42 2.00 Point Point wiring for Looped Plug with 222.20 Rupees Two One

6A Modular type switch & 5 pin Hundred Point

socket erected on PVC / Metallic Twenty Two

box, single mounting base frame

covered with textured / metallic

front plate modules erected on

/ in wall / ceiling with following

type accessories Cat. II

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

43 1.00 Point Point wiring for Individual Plug 434.30 Rupees Four One

with & earthwire of 1.5 sq.mm Hundred Thirty Point

(Green) both are of ISI marked Four and Thirty

1.1 KV grade FRLS PVC Paise.

insulated multistrand copper

wires, in following type of to be

erected concealed in / on

surface of wall / ceiling complete

with Modular type switch & 5 pin

Plug erected on PVC / Metallic

box covered with appropriate

front plate modules erected on /

in wall / ceiling as per pipe

erected with following type of

accessories. [I] For 6A Plug with

2-1.5 sq.mm Cu. Wire (a) with

medium class Rigid PVC pipe

and accessories Cat. II

44 1.00 No. Providing following type of 131.30 Rupees One One

Modular Type Accessories Hundred Thirty No.

mounted with pvc / metallic box, One and Thirty

single mounting base frame Paise.

covered with textured / metallic

front plate , modules erected

with necessary connection. As

desired by Engineer In charge

(9) 16 Amp. SP one way switch

45 1.00 No. Providing following type of 141.40 Rupees One One

Modular Type Accessories Hundred Forty No.

mounted with pvc / metallic box, One and Forty

single mounting base frame Paise.

covered with textured / metallic

front plate , modules erected

with necessary connection. As

desired by Engineer In charge

(10) 6/16Amp. Universal socket

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

46 20.00 R.Mt. Providing and erecting ISI mark 32.32 Rupees Thirty One

Medium class RIGID PVC Two and Thirty R.Mt.

PIPES of following size Two Paise.

complete to be erected on/in

wall or ceiling erected with

necessary PVC fittings &

Junction boxes fixed with

adhesive solution & Clamps with

following dia of pipes, in

approved manner as directed (b)

47 20.00 R.Mt. Mains with 1.1 KV grade FRLS 80.80 Rupees Eighty One

PVC insulated ISI marked and Eighty R.Mt.

stranded Copper conductor wire Paise.

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.

48 10.00 R.Mt. Mains with 1.1 KV grade FRLS 146.45 Rupees One One

PVC insulated ISI marked Hundred Forty R.Mt.

stranded Copper conductor wire Six and Forty

in following type of pipe to be Five Paise.

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 (b) 2 wire

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

49 4.00 No. Supplying and erecting LED 652.46 Rupees Six One

indoor fittings with LEDs of Hundred Fifty No.

wattage 0.2 Watt to 0.5 Watt Two and Forty

assembled on single MCPCB, Six Paise.

with housing used as a heat sink

shall be made of thick sheet

Steel conforming to IS:

513/CRCA polyester powder

coated and high U.V. &

corrosion resistance with

diffuser and/or Polycarbonate

optics with company mark/name

120 to 300 V,Power Factor more

than 0.9, THD < 10 %,

CCT 4000 K to 6500K,

Uniformity ratio >0.7,

Luminaire efficiency>

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS

Lumileds / NICHIA /

SEOUL/Bridgelux(U.S.A.) make

LED used for luminaire. (Each

fitting required LM-79 & LM-80

Certificates) (A) Tube Light with

integral/ non-integral driver (e)

20 -22 Watts, Surge-4 KV, IP-

20, 4 feet Cat-ll

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

50 2.00 No. Supplying and erecting LED 242.40 Rupees Two One

indoor fittings with LEDs of Hundred Forty No.

wattage 0.2 Watt to 0.5 Watt Two and Forty

assembled on single MCPCB, Paise.

with housing used as a heat sink

shall be made of thick sheet

Steel conforming to IS:

513/CRCA polyester powder

coated and high U.V. &

corrosion resistance with

diffuser and/or Polycarbonate

optics with company mark/name

120 to 300 V,Power Factor more

than 0.9, THD < 10 %,

CCT 4000 K to 6500K,

Uniformity ratio >0.7,

Luminaire efficiency>

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS

Lumileds / NICHIA /

SEOUL/Bridgelux(U.S.A.) make

LED used for luminaire. (Each

fitting required LM-79 & LM-80

Certificates) (B) LED Lamps

integral type,cool white with PC

diffuser suitable for B22 LAMP

holder (b) 5 to 8 watts

51 1.00 No. Miniature circuit breaker single 116.15 Rupees One One

pole 6A to 32A suitable to Hundred No.

operate on 240 V A.C. system Sixteen and

and having breaking capacity Fifteen Paise.

10 KA to be erected in existing

box. confirming to IS 8828/1996

with ISI Mark Cat.III

52 1.00 No. Providing & erecting 240 V MCB 262.60 Rupees Two One

double pole switch for lighting Hundred Sixty No.

Load (B Curve) having 10 KA Two and Sixty

breaking capacity & confirms to Paise.

IS : 8828 in existing box having

following capacity (b) 40 Amp.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

53 1.00 No. Providing and erecting Sheet 999.90 Rupees Nine One

Steel powder coated MCB Hundred Ninety No.

distribution board - flush / Nine and Ninety

surface mounted fitted with Paise.

busbar, neutral link, earth bar

and DIN rail, confirming to IS

without MCB to house

appropriate nos. of MCBs.(The

DBs should be used of same

company of MCB to be used) (F)

Single phase 8 way SS Double

54 1.00 No. Approved make ELCBs / RCCBs 2030.10 Rupees Two One

conforming to IS: 12640 and Thousand Thirty No.

having sensitivity of 30 mA and and Ten Paise.

Short Circuit withstand capacity

of 6 KA and suitable for

operation on single phase

V. 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.-II

55 0.30 Kg. Providing and erecting Annealed 717.10 Rupees Seven One

bare Copper wire 8 to 16 SWG. Ten Paise.

56 2.00 No. Providing and erecting Approved 1717.00 Rupees One One

make Ceiling fan with double Thousand No.

ball bearing ISI mark with Seven Hundred

condenser A.C. 23OV.50 Seventeen only.

c/s.1200 mm. sweep complete,

canopy and 30 cms. down rod

erected on existing hook or

clamp with 24/0.2 , 3 core

flexible wire with earthing. [Make

shall be approved by Engineer in

57 2.00 No. Supplying & erecting fan hook 126.25 Rupees One One

box of 10 mm M.S. round bar Hundred No.

bounded to the RCC bars up to Twenty Six and

50mm length each side and Twenty Five

pierced through a 16 Gauge Paise.

M.S. box / Heavy Duty PVC box

complete erected concealed in

Ceiling with necessary finishing.

Item Quantity Item of Work Estimated Rate in Unit Total Amount

Item Quantity Item of Work Estimated Rate in Unit Total Amount

No. Estimated may be according to

more or less Figure Words Estimated

58 2.00 No. Providing 2.5mm.thick laminated 20.20 Rupees Twenty One

acrylic sheet to cover the fan and Twenty No.

hook or Fan box. Paise.

59 1.00 No. Providing and fixing 20 cm x 1 5 279.68 Rupees Two One

cm x 2.5 cm. thick year plate of Hundred No.

marble stone set in C.M. 1:4 Seventy Nine

including finishing and engraving and Sixty Eight

letters etc. complete. Paise.

60 3.00 No. Providing and fixing Number 306.14 Rupees Three One

plate of Marble plate stone of Hundred Six No.

required size set in C.M. 1:4 and Fourteen

including finishing and Paise.

engeaving letters etc.

Total Amount Rs.

Total Amount Rs.

Rupees Thirty Three Lakh Six Thousand Eight Hundred Ninety Nine and Seventeen Paise.

I/We _______________________________ am/are willing to carry out the above work at ______________%

above/below __________ percent (should be written in figures and words) of the estimated rate mentioned

above. Amount of my/our tender works out as under: -

Estimated amount put to tender Estimated amount put to tender

Add _______________ % above Deduct ____________ % below

Total amount Rs. ___________ Net amount Rs. _____________

Total amount Rs. ___________ Net amount Rs. _____________

Add. Asst. Engineer

Taluka Pancyayat Signature of the Bidder

Taluka Development Officer

Taluka Pancyayat