Resurfacing & Stengthenning of Various Roads Under M.M.G.S.Y.2025-26 of Dediapada Taluka District-Narmada Package No-1 (2 Roads 2.60 K.M.)

Name of Work :-

Resurfacing & Stengthenning of Various Roads Under M.M.G.S.Y.2025 -26 of

Dediapada Taluka, District:- Narmada. Package No:- 1. ( 2 Roads = 2.60 K.M. )

BILL O F Q U A N T I T I E S.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

1 1.04 Clearing & Grubbing road land 28455.09 Rupees Hect.

including uprooting rank vegetation, Twenty

grass brushes, shrubs, spalling and Eight

trees girth up in 300 mm removal of Thousand

stumps of trees cut earlier &

disposal of unservicable material (A)

By manual means in area of light And Nine

jungle. Paise Only

2 1515.00 Earthwork in Embankment inclu. 184.85 Rupees one Cum

breaking clods drssing with all Hundred

Borrow area with all Lead & Lift. Eighty Four

Including Rolling & Consolidation And Eighty

With Power Roller and filling in

depression which occur during the

3 860.00 Earthwork in cuting in all sorts of soil 112.02 Rupees one Cum

and soft murrum inclu. conveying Hundred

and spreading the stuff, uin Spoil Twelve And

Bank maintainning minimum Two Paise

distance of five Mt. between top

edge of Cutting and toe of Spoil

4 3375.00 Scarifying and Removing bitumen 42.59 Rupees Sqmt

Macadam or bitumen macadam Fourty Two

surface inclu.Completely removing And Fifty

out the entire Existing bitumenious Nine Paise

surface stacking useful materials on

road side & disposing off remaining

stuff. comp. as per instruction of

engineer in charge.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

5 56.00 Providing and laying Compacted of 834.80 Rupees Cum

Specified quarry Spall in side Eight

shoulder / Raise Up inclu.carraige Hundred

of material and spreading on Thirty Four

prepared base including compacting

as per MOST Specification etc...

6 581.00 Providing &laying compacted WBM of 1357.55 Rupees one Cum

Grading-II MCBT metal of size 45 to Thousand

63mm in required layers include.using Three

16% stone screening,13.2 mm size Hundred

and 8% stone dust as filler including Fifty Seven

spreading watering & consolidation by And Fifty

vibratory roller etc. comp. Five Paise

7 390.00 Providing and laying Compacted of 483.54 Rupees Cum

Specified Hard Murrum in side Four

shoulder / inclu.carraige of material Hundred

and spreading on prepared base Eighty Three

including compacting as per MOST And Fifty

Specification etc... complete. Four Paise

8 6038.00 Providing and laying evenly Tack 20.07 Rupees Sqm

Coat using Rapid Setting Emulsion ( Twenty And

RS -1 ) material at the Rate of 4.00 Seven

Kg / 10 Sqm. On road surface using Paise Only

emulsion Pressure sprayer including

the cost of all labour , Material

heating , Mchinery & Equipment etc.

9 10838.0 Providing and laying evenly Tack 12.73 Rupees Sqm

Coat using Rapid Setting Emulsion ( Twelve And

RS -1 ) material at the Rate of Seventy

2.50 Kg / 10 Sqm. On road surface

using emulsion Pressure sprayer

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

10 633.00 Providing & laying bituminius spray 1974.49 Rupees one M.T.

grout base course in 37.50 mm Thousand

thick with bitumen of grade ( VG- 30 Nine

) at the rate of 1.99 % by weight of

mix for mixing & using B.T chips of

required gradation including Fourty Nine

cleaning and heating asphalt premix Paise Only

materials by hot mix process in

proper gradation and laying with

paver finisher and consolidation by

power roller of 8 to 10 tonne

including cost of all materials .

Asphalt aggregates, labour charges

royalty charges etc complete as

11 444.00 Providing laying and rolling 25 mm 2577.20 Rupees Two M.T.

thick open graded premixed Thousand

bitumineous carpet with B.T. Five

aggregate as specified and using Hundred

bitumen grade (VG-30) for mixing

with agreegate at the rate of 3.36 %

i.e 33.60 kg/M.T. of total mix Paise Only

including heating and mixing in drum

mix plant and spreading the same

with paver finisher and consolidation

with power roller including

necessary firewood, oil, lubricants,

labour charges etc. using

contractor's own drum mix plant and

equipment, tool etc. completed in

accordance with the requirement of

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

12 228.00 Providing and laying seal coat with 3019.81 Rupees M.T.

B.T. agreegate as specified using Three

agreegate at the rate of 0.18 Cu.mt Thousand

/10 Sq.M.and bitumen for mixing Nineteen

with agreegate at the rate of 4.50 %

i.e 45 Kg / M. T.of total mix

including heating and mixing in drum

mix plant and spreading the same

with paver finisher and consolidation

with vibratory roller inclu. necessary

firewood, oil, lubricants, labour

charges using contractor's own

drum mix plant machineries and

equipment, tools etc. comp. in

accordance with the requirement of

13 4.00 Providing & fixing ordinary K.M. 704.33 Rupees Nos.

Stone of Precast C.C. 1:2:4 incl. Seven

necessary reinfor-cement as per Hundred

I.R.C. Type design fixing in c.c. 1: Four And

4:8 incl. Painting , lettering etc.

14 11.00 Providing and fixing Hecto-meter 356.50 Rupees No

stone as per I.R.C Type design incl. Three

painting, lettering etc. complete. (A) Hundred

Fixing in C.C.1:5:10 Fifty Six

15 117.00 Providing and fixing indicator stone 343.27 Rupees No

of approved stone as per I.R.C. type Three

design in C.C. 1:4:8 including white Hundred

washing etc. complete.(ii) Fixing in Fourty

C.C. 1:5:10 Three And

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

16 4.00 Providing & fixing logo board of 4084.44 Rupees No

M.M.G.S.Y...GRANT as per Four

standard design of National Rural Thousand

Road Developoment Agency Eighty Four

diamond size 600 x 600 mm,

1.50mm thick plate & board size

x 250mm, 1.50mm thick M.S. plate

and 2.40 meter deep length sungle

angle 75 x75x6 mm size incl. fitting

& painting lettering with luminous

colour as per drawing including

fixing in C.C. 1:3:6 etc. complete.

17 4.00 Citizen's Information board - Providing 20917.10 Rupees Nos.

and Fixing of Typical M.M.G.S.Y. Grant Twenty

information boardas per instruction . Thousand

Two MS plate of 1.60 mm thick of 900 Nine

mm x 750 mm size fixed at top & Botom Hundred

duly Welded wth M.S. angles of 25 x 25 Seventeen

x 5 m thick plate shall be welded by two And Ten

Vertical M.S.Flats & Four horizontal Paise Only

M.S.Flates 5 mm thick to 75 mm x

mm of 12 SWG square tubes posts duly

embaded in Cement Concrete M -

grade blocks of600mm x 600mm x

75mm below Ground level. Painting

New Letters & Figure of any shade with

ready mixed synthetic enamel paint of

Superior quality in required shade and

colour. All Sections of Framed Posts

and Steel tube will bepainted with

Primer and Two Coats of Epoxy Paints

as Per Drawing Clause 1701 and

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

18 4.00 Village Name Sign:-Providing &fixing sign 5045.36 Rupees Five No.

boards made out of 2mm alumi-nium sheet / Thousand

4mm ACP (Aluminum composite Panel); size Fourty Five

90x60 cms. rectangular as per design of IRC- And Thirty

67-2012. Pre treated with phospheting

process &acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiective sheeting of

Type-4 as per AS TM D-4956 &latest

M.O.S.T.Speci- fications; 3.3mtr long stand

post of Iron Angle 75x75 x 6mm/65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epoxy

coatings in black & white bends. the details

of symbol or inscription / numerals for each

board shall be asper the instruction of

engineer in charge.The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. (A) Engineer Grade ( V.

19 4.00 Direction (Junction) Sign :- Providing and 14831.71 Rupees No

fixing sign boards made out of 2mm Fourteen

aluminium sheet / 4mm ACP (Aluminum Thousand

composite Panel); size 244x122 cms. Eight

rectangular as per design of IRC- 67-

Pre treated with phospheting process & acid

etching;coated with one coat of epoxy primer

and two coats of best quality epoxy paint ; And Seventy

reflectorised with High Intensity Prismatic one Paise

Grade retro refiective sheeting of Type-4 as Only

per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr (2 Nos.) long stand

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x 5 mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.The

fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg incl.

excavation, curing etc.complete .under the

supervision of engineer in charge. (A)

Engineer Grade ( V.R.)

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up toTwo Decimal )

to 50 Decimals)

20 8.00 Cautionary Warning Sign :-Providing and 3808.66 Rupees No

fixing sign boards made out of 2mm Three

aluminium sheet / 4mm ACP (Aluminum Thousand

composite Panel); size 90 x 90 x 90 cms. Eight

equilateral triangle as per design of IRC- Hundred

67-2012. Pre treated with phospheting Eight And

process & acid etching; coated with one Sixty Six

coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as

required & frame fabric-ated from suitable

size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black

and white bends.The details of symbol for

each board shall be as per the instruction

of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation,

curing etc.comp.under the supervision of

engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from

originating from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Ref

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

21 4.00 Distance Informatory / Destination Sign 10926.57 Rupees Ten No

:-Providing and fixing sign boards made Thousand

out of 2mm aluminium sheet / 4mm ACP Nine

(Aluminum composite Panel); size Hundred

180x120 cms. rectangular as per design of Twenty Six

IRC-67-2012. Pre treated with And Fifty

phospheting process & acid etching; Seven

coated with one coat of epoxy primer and Paise Only

two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4

as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.)

long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size

iron angle of 50 x 50 x 5 mm; painted with

bestquality epoxy coatings in black and

white bends.The details of symbol for

each board shall be as per the instruction

of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation,

curing etc.complete under the supervision

of engineer in charge. A warranty for

years for the Retro reflective sheeting from

original manufacturer & a certified copy of

3 year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (B) Class-

B Type-4 Retro Reflective sheeting

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up toTwo Decimal )

to 50 Decimals)

22 8.00 Hazard Marker Sign :-Providing and 2423.74 Rupees Two No

fixing sign boards made out of 1.5mm Thousand

aluminium sheet / 3mm ACP Four

(Aluminum composite Panel); size Hundred

90x30 cms. rectangular as per design Twenty

of IRC-67-2012. Pre treated with Three And

phospheting process & acid etching; Seventy

coated with one coat of epoxy primer Four Paise

and two coats of best quality epoxy Only

paint ; reflectorised with High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends.

The details of symbol for each board

shall be as per the instruction of

engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg including

excavation, curing etc.complete under

the supervision of engineer in charge.

Engineer Grade. ( V.R.)

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

23 584.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with Three

reflectorising glass beads on bitumin Hundred

surface providing and laying a hot Sixty Seven

applied thermoplastic compound

mm thick including reflectorising

glass beads @ 250gms per sqm

area, thickness of 2.5mm is

excluding of surface applied glass

beds as per IRC:35-2015. The

finished surface to belevel, uniform

and free from streaks and holes.

zebra patta /bump patta lane/center

line/ edge line/cut patta. The white

color marking should provide

liminance coefficinet on cemend

road shalll be min 130 mcd/m2/lux

and Asphalt road shall be min

mcd/m2/lux during the service life

during the day time. The marking

should meet the performance criteria

for night time reflectivity, wet

reflectivity and skid resistance as

mentioned in the section-15 of IRC

35-2015. Warranty for the Retro

reflectivity should be two years.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

24 752.00 Cat Eye / Road Stud / RPM: 217.40 Rupees Two Cum

Supplying Raised Pavement Hundred

Markers made of polycarbonate and Seventeen

ABS moulded body and reflective And Fourty

panels with Micro prismatic lens

(No Glass bead lens) capable of

providing total internal reflection of

the light entering the lens face and

shall support a load of 13635 kgs.

tested in accordance to ASTM D

4280 Type H and complying to

Specifications of Category A of

MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt

11.06. 1997. The height, width and

length shall not exceed 20 mm,

mm and 130 mm and with minimum

reflective area of 13 Sqcm on each

side and the slope to the base shall

be 35 +/- 5 degree. The body of the

marker should having finger grip for

easy and accurate placement and

application with epoxy / bituminous

Adhesive as recommended by the

manufacturer of the marker. The

color of the marker should be as per

the IRC 35-2015 and as directed by

Engineer-in-charge

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

25 65.00 Type - A, "W" : Metal Beam Crash 3496.62 Rupees Cum

Barrier (Providing and erecting a Three

"W" metal beam crash barrier Thousand

comprising of 3 mm thick corrugated Four

sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC

series channel vertical post, 150 x Two Paise

75 x 5 mm spaced 2 m centre to Only

centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and

fitments to be galvanised by hot dip

process, all fittings to conform to

IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical post

with a spacer of channel section

x 75 x 5 mm, 330 mm long complete

as per clause 811)

26 30.00 Dismentaling the existing structure 952.51 Rupees Rmt

including removing and stacking the Nine

dismentelled materials as and where Hundred

directed. (A) R.C.C. work Fifty Two

27 95.00 Excavation for foundation in sand, 523.28 Rupees Five Cum

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Twenty

dewatering as necessary and Three And

disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

28 41.00 Excavation in large boulders and 733.62 Rupees Cum

soft rock by welding including Seven

shoring, strutting and dewatering as Hundred

necessary and disposing of the Thirty Three

excavated stuff as directed.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

29 93.20 Providing and filling in foundation 3211.27 Rupees Cum

with ordinary Cement concrete M- Three

100 mix &providing necessary

vertical pin headers inclu. formwork, Eleven And

vibrating, ramming and curing Twenty

complete. Seven Paise

30 122.00 Providing and casting in situ 4157.37 Rupees Cum

ordinary cement concrete M.- Four

200 mix and Providing Thousand

necessary pinheaders incl. one

Shuttering scaffolding laying

vibrating curingand finishing

complete. without v -Grooves (A) Ht Seven

from 0.0 M to 5.0 M. Paise Only

31 30.00 Supplying & fixing reinforced 4710.56 Rupees Rmt

concrete heavy duty non-pressure Four

pipes with collars for culverts Thousand

carrying heavy traffic as per IS 458- Seven

1991 specifications incl.setting the

pipes in C.M.1:2 watering & laying

(to level or slopes) of class NP4 of Paise Only

following internal daimeters. (iii)

32 164.00 Providing and Filling Sand around 478.82 Rupees Four Cum

the Pipe and Between Head Walls in Hundred

layers as directed And Eighty

33 45.00 Providing and laying rubble for 1092.52 Rupees one Cum

appron (each stone weighting not Thousand

less than 40Kg.) including and

packing and filing in the interestices Paise Only

with quarry-spalls. ( More than

34 131.00 Providing and casting in situ 5029.20 Rupees Five Cum

Controlled cement concrete M - 250 Thousand

for Approach Slab including Form

Work curing and Finishing Paise Only

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

35 2.00 Providing and Fixing 20cm x 15 x 279.69 Rupees No

2.50 cm. thick year plate of marble Two

stone set in cm 1:4 incl.finishing and Hundred

engraving letters etc .complete. Seventy

36 4.790 Providing & Laying TMT Bar FE- 73605.48 Rupees M.T.

500D Reinforcement including Seventy

Cutting bending hooking and tying Three

complete as per detailed drawing for Thousand

Piers, Abutments and Returns.,

R.C.C. Solid Slab, Approach Slab &

R.C.C. Road. Etc. Complete. Paise Only

37 2.00 Providing and fixing Number plate 306.14 Rupees No

of marble stone set in cm 1:4 Three

including finishing and engraving Hundred

letters etc. comp. Six And

38 36.00 Providing and fixing Guard Stone 350.80 Rupees No

as per I.R.C.Type Design incl. Three

white washing etc.complete.(I) Hundred

fixing in C.C.1:5:10 Fifty And

39 2.00 Providing and Maintaining of 6565.00 Rupees Six No

diversion for traffic during the work Thousand

in progress till comple-tion of work Five

incl.providing red lamps and Hundred

necessary sign board.

40 81.00 White washing with lime on wall 18.99 Rupees Sqm

surface (three coats) to give an even Eighteen

shade including thoroughly booming And ninety

the surface to remove all dirt, dust; Nine Paise

mortar drops and other foreign matter. Only

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

41 55.00 Construction of granular subbase by 1015.23 Rupees one Cum

providing well graded material for Thousand

grade-I (B.T. stone agg. 53mm to Fifteen And

9.50 mm 50%,9.50mm to 2.36mm Twenty

20%, 2.36 below 36%) including

spreading in uniform layers with

motor grader on prepared surface,

mixing by mix in place method with

rotavator at OMC, and compacting

with smooth wheel roller to achieve

the desired density, complete as

per Technical Specification Clause

401. For Grading 1 Material.

42 33.00 Excavation for foundation up to 1.5 259.93 Rupees Two Cum

M Depth including sorting out and Hundred

stacking of useful materials and Fifty Nine

disposing of the excavated stuff up And ninety

to 50 meter lead (B) Dense Or Hard

43 25.00 Providing and casting in situ 3787.50 Rupees Cum

ordinary cement concrete M.- Three

150 mix and Providing Thousand

necessary pinheaders incl. Seven

Shuttering scaffolding laying

vibrating curingand finishing

complete. without v -Grooves (A) Ht Fifty Paise

from 0.0 M to 5.0 M. Only

44 122.00 Box cutting the road surface to 112.02 Rupees one Cum

proper slope and camber for making Hundred

a base for road work including Twelve And

removing the excavated stuff and Two Paise

depositing on the road side slope as

directed upto 50Mt.lead.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

45 563.00 Providing trimix machine for leveling 60.60 Rupees Sqm

smooth,finish- ing including channel Sixty And

fixing electric supply etc and Sixty Paise

dewatering of excess water through Only

vacume pump inclu. transporting

form machine etc complete as

Total Amount Rs.

Total Amount Rs.

Rupees Eighty Two Lacs Seventy one Thousand Six Hundred Eighty Nine & Eeight Paise only.

Divisional Accountant Deputy Executive Engineer

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

Rajpipla Dediapada

I / We am / Are Willing To Carry out the Work @ ----------- % above / Below than the Estimated Rates

mentioned above.

The Cost of My / Our Tender Works out as Under

Amountt Put To Tender Rs. 8266573.16 Amountt Put To Tender Rs.

Total Amount Rs. _______________________, Net Amount Rs. _______________ __,

Total Amount Rs. _______________________, Net Amount Rs. _______________ __,

( in Figures Rupees ______________________ ( in Figures Rupees ______________

1 All the work shall be carried out as per P.W.D.H.B. Vol. I & II (revised and other specifications of

non schedule items carried out as derected.

2 All the columns in schedule should be filled in ink and the entries in the last column should be

struck by the contractor under his signature.

3 All the rates quoted includes clearance of site ( Prior to commencement of work and its clause) in

all respects and hold good for work under all condition, site, moisture, weather etc.

4 The contractor shall exhibit a board as per Govt. circular No. B.D. 3277/1557/C. Dt. 26/04/78

(M.Gujarat) with detailed specifications and details of the work and cement involved at the site,

with out any payment as directed by the engineer in charge.

It. Quantitie Items of Work Tender Rate UNIT Amount up to (

No. s ( only In Figure In Words. (Up to Two Decimal )

to 50 Decimals)

5 Contractor shall state even “ NIL” percentage if no reduction is offered.

6 No. advance payment on materials shall be made.

Sign of Contractor

Deputy Executive Engineer Executive Engineer

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

Dediapada. Rajpipla.