Resurfacing & Strengthenning of Movi Kamodvav Road (V.R) Taluka-Sagbara District-Narmada (K.M. 0/0 to 3/10)

Name of Work :-

Resurfacing & Strengthenning To Movi Kamodvav Road ( V. R./ Non Plan )

Taluka:- Sagbara., District:- Narmada. ( K.M. 0/0 to 6 / 40)

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

up Fig. ) 50 Decimal )

to 50 Decimals)

1 2.56 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 & Four

disposal of unservicable material Hundred

(A) By manual means in area of Fifty Five

light jungle. And Nine

2 2997.00 Earthwork in Embankment inclu. 184.85 Rupees one Cum

breaking clods drssing with all Hundred

lead & lift including Rolling and Eighty Four

Watering of Earth Work in layers

with Power roller including filling Only

in depression which occur during

the process,. Etc. complete.

3 2117.00 Earthwork in cuting in all sorts of 112.02 Rupees one Cum

soil and soft murrum inclu. Hundred

conveying and spreading the stuff, Twelve

uin Spoil Bank maintainning And Two

minimum distance of five Mt. Paise Only

between top edge of Cutting and

toe of Spoil bank.

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

4 4687.50 Scarifying and Removing bitumen 42.59 Rupees Sqm

Macadam or bitumen macadam Fourty Two

surface inclu.Completely removing And Fifty

out the entire Existing bitumenious Nine Paise

surface stacking useful materials on Only

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

up Fig. ) 50 Decimal )

to 50 Decimals)

5 169.00 Providing and laying Compacted of 1001.38 Rupees one Cum

Specifie Quarry Spall in side Thousand

shoulder / Raise Up inclu.carraige one And

of material and spreading on Thirty Eight

prepared base including compacting Paise Only

as per MOST Specification etc...

6 772.00 Providing &laying compacted WBM 1597.50 Rupees one Cum

of Grading-II MCBT metal of size 45 Thousand

to 63mm in required layers Five

include.using 16% stone Hundred

screening,13.2 mm size and 8% ninety

stone dust as filler including Seven And

spreading watering & consolidation Fifty Paise

by vibratory roller etc. comp. Only

7 960.00 Providing and laying Compacted of 483.54 Rupees Cum

Specified Hard Murrum in side Four

shoulder / Raise Up inclu.carraige of Hundred

material and spreading on prepared Eighty

base including compacting as per Three And

MOST Specification etc... complete. Fifty Four

8 4688.00 Providing & laying evenly Tack Coat 20.06 Rupees Sqt

using Rapid Setting Emulsion ( RS -1 ) Twenty

material at the Rate of 4.00 Kg/10 And Six

Sqm. On road surface using emulsion Paise Only

Pressure sprayer inclu. the cost of all

labour , Material , heating , Mchinery &

Equipment etc. complete

9 33713.00 Providing & laying evenly Tack Coat 12.72 Rupees Sqmt

using Rapid Setting Emulsion ( RS -1 ) Twelve

material at the Rate of 2.50 Kg/10 And

Sqm. On road surface using emulsion Seventy

Pressure sprayer inclu. the cost of all Two Paise

labour , Material , heating , Mchinery & Only

Equipment etc. complete

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

10 1440.00 Providing & laying bituminius spray 2076.60 Rupees M.T..

grout base course in 37.50 mm thick Two

with bitumen of grade ( VG- 30 ) at the Thousand

rate of 1.99 % by weight of mix for Seventy Six

mixing and using B.T chips of required And Sixty

gradation including cleaning and Paise Only

heating asphalt premix materials by hot

mix process in proper gradation and

laying with paver finisher and

consolidation by power roller of 8 to

tonne including cost of all materials .

Asphalt aggregates, labour charges

royalty charges etc complete as

11 1008.00 Providing laying and rolling 25 mm 2678.16 Rupees M.T.

thick open graded premixed Two

bitumineous carpet with B.T. aggregate Thousand

as specified and using bitumen grade Six

(VG-30) for mixing with agreegate at Hundred

the rate of 3.36 % i.e 33.60 kg/M.T. of Seventy

total mix including heating and mixing Eight And

in drum mix plant and spreading the Sixteen

same with paver finisher and Paise Only

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

up Fig. ) 50 Decimal )

to 50 Decimals)

12 519.00 Providing and laying seal coat with B.T. 3119.79 Rupees M.T.

agreegate as specified using agreegate Three

at the rate of 0.18 Cu.mt / 10 Sq.M. and Thousand

bitumen for mixing with agreegate at one

the rate of 4.50 % i.e 45 Kg / M. T.of Hundred

total mix including heating and Nineteen

mixing in drum mix plant and And

spreading the same with paver Seventy

finisher and consolidation with Nine Paise

vibratory roller including

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

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

13 1.00 Providing and fixing 5th Kilometer 1175.56 Rupees one No

stone of precast C.C.1:2:4 inclu. Thousand

necessary reinforcement as per one

I.R.C. type design in C.C. 1:4:8 Hundred

inclu.painting, lettering etc.

complete (For N.H., S.H. and Fifty Six

M.D.R.) Paise Only

14 6.00 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. Thirty Three

complete. Paise Only

15 26.00 Providing and fixing Hecto-meter 356.50 Rupees Three No

stone as per I.R.C Type design incl. Hundred Fifty

painting, lettering etc. complete. (A) Paise Only

Fixing in C.C.1:5:10

16 288.00 Providing and fixing indicator stone 343.27 Rupees Three No

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

design in C.C. 1:4:8 including white And Twenty

washing etc. complete.(ii) Fixing in Seven Paise

C.C. 1:5:10 Only

17 2.00 Providing & fixing logo board of 4084.44 Rupees No

Budget Lump Provision Four

Grant.as per standard design of

Nati onal Rural Road Devel- op

ment Agency diamond size 600 Four Paise

x 600 mm, 1.50mm thick plate & Only

board size 900 x 250 mm,

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.

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

18 2.00 Citizen's Information board - Providing 20917.10 Rupees Nos.

and Fixing of Typical KISHANPATH 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 & Hundred

Botom duly Welded wth M.S. angles of Seventeen

25 x 25 x 5 m thick plate shall be And Ten

welded by two Vertical M.S.Flats & Paise Only

Four horizontal M.S.Flates 5 mm thick

to 75 mm x 75 mm of 12 SWG square

tubes posts duly embaded in Cement

Concrete M - 15 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 Annexure

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

19 6.00 Village Name Sign:-Providing 5045.36 Rupees No.

&fixing sign boards made out of 2mm Five

alumi-nium sheet / 4mm ACP Thousand

(Aluminum composite Panel); size Fourty Five

90x60 cms. rectangular as per And Thirty

design of IRC-67-2012. Pre treated Six Paise

with phospheting process &acid Only

etching;coated with one 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

AS TM D-4956 &latest

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

stand post of Iron Angle 75x75 x

mm /65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35x35x

mm; 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

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

20 2.00 Direction (Junction) Sign:-Providing 14831.71 Rupees No.

&fixing sign boards made out of 2mm Fourteen

aluminium sheet / 4mm ACP (Alumi- Thousand

nium composite Panel); size 244x 122 Eight

cms. rectangular as per design of IRC- Hundred

67-2012. Pre treated with phospheting Thirty one

process &acid etching; coated with one And

coat of epoxy primer &two coatsof best Seventy

quality epoxy paint;reflectorised with one Paise

High Intensity Prismatic Grade retro Only

refiective sheeting of Type-4 as per

ASTM D-4956 & latest M.O.S.T.

Specifica-tions; 4.0mtr (2Nos.)long

stand post of Iron Angle 75 x75x 6 mm

/ 65NB Circular MS Pipe as required &

frame fabricated from suitable size iron

angle of 50x50x5 mm; painted with

bestquality epoxy coatings in black &

white bends.The details of symbol for

each board shall be as per the instruc-

tion of engineer in charge.The fixing at

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

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

excavation, curing etc.comp.under the

super-vision of engineer in

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

21 10.00 Cautionary Warning Sign :-Providing 3808.66 Rupees No

and fixing sign boards made out of Three

2mmaluminium sheet / 4mm ACP Thousand

(Aluminum composite Panel);size 90 x Eight

90 x 90 cms equila-teral triangle as per Hundred

design of IRC-67-2012.Pre treated with Eight And

phos-pheting process & acid etching; Sixty Six

coated with one coat of epoxy primer & Paise Only

two coats of best quality epoxy

paint;reflectorised with HighIntensity

PrismaticGrade retro refiective

sheeting of Type-4 as per ASTM D-

4956&latest M.O.S.T. Specifica-

tions;3.mtr long stand post of Iron

Angle 75 x75x6mm / 65NB Circular MS

Pipe as required &frame fabric-ated

from suitable size iron angle of 35 x

x 3mm; painted with best quality 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

Cms. for each leg including

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

22 2.00 Distance Informatory / Destina-tion 10926.57 Rupees No

Sign :-Providing & fixing sign boards Ten

made out of 2mm aluminium sheet / 4 Thousand

mm ACP(Aluminum composite Panel); Nine

size180x120 cms. rectangular as per Hundred

design of IRC-67-2012. Pre treated Twenty Six

with phospheting process & And Fifty

acidetching; coated with one coat of Seven

epoxy primer &two coats of best quality Paise Only

epoxy paint;reflector-ised with High

Intensity Prismatic Grade retro

refiective sheeting of Type-4 as

perASTM D-4956&latest M.O.S. T.

Specifica tions;4.0mtr (2 Nos.) long

stand post of Iron Angle 75x7x 6 mm /

65NB Circular MS Pipe as required

frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black

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 45x 45x60 Cms.for

eachleg incl. excava-tion, curing

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

23 10.00 Hazard Marker Sign :-Providing & 2423.74 Rupees No

fixing sign boards made out of 1.5mm Two

aluminium sheet / 3mm ACP (Alumi- Thousand

num composite Panel); size 90x30 Four

cms. rectangular as per design of IRC- Hundred

67-2012. Pre treated with phospheting Twenty

process &acid etching; coated with one Three And

coat of epoxy primer and two coats of Seventy

best quality epoxy paint;reflectorised Four Paise

with High Intensity Prismatic Grade Only

retro refiective sheeting of Type-4

asper ASTM D-4956 &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

&frame fabricated from suitable size

iron angle of 35x 35x 3mm; painted

with best quality epoxy coatings in

black and white bends.The details of

symbol for each board shall be as per

the instru-ction of engineer in charge.

The fixing at site shall be in 1:2:4 CC

blockof size 45x45x60Cms. for each

leg including excavation,curing

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

24 1363.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with reflectori- Three

sing glass beads on bitumin surface Hundred

providing and laying a hot applied Sixty Seven

thermoplastic compound 2.5 mm And

thick including reflectorising glass Seventy

beads @ 250gms per sqm area, Two Paise

thickness of 2.5mm is excluding of Only

surface applied glass beds as per

IRC:35-2015. The finished surface to

be level, 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

mcd/m2/lux and Asphalt road shall

be min 100 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

25 856.00 Cat Eye / Road Stud / RPM: 217.40 Rupees No

Supplying Raised Pavement Two

Markers made of polycarbonate and Hundred

ABS moulded body and reflective Seventeen

panels with Micro prismatic lens (No And Fourty

Glass bead lens) capable of Paise Only

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.

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

26 1037.00 Box cutting the road surface to 112.02 Rupees one Cum

proper slope and camber for Hundred

making a base for road work Twelve

including removing the excavated And Two

stuff and depositing on the road Paise Only

side slope as directed upto

27 389.00 50Mt.lead.

Construction of granular sub-base 1204.12 Rupees one Cum

by providing well graded material Thousand

for grade-I (B.T. stone agg. 53mm Two

to 9.50 mm 50%, 9.50mm to Hundred

2.36mm 20%, 2.36 below 36%) Four And

including spreading in uniform Twelve

layers with motor grader on Paise Only

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.

28 480.00 Providing & filling in found-ation 3211.27 Rupees Cum

with ordinary cement concrete M- Three

100 mix and providing necessary Thousand

vertical pin headers including Two

formwork, vibrating, ramming and

curing complete.

29 960.00 Providing and casting in situ 5029.20 Rupees Cum

Controlled cement concrete M - Five

250 for Approach Slab including Thousand

Form Work curing and Finishing Twenty

Complete. Nine And

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

30 16.800 Providing & Laying TMT Bar FE- 73243.02 Rupees M.T.

500D Reinforcement including Seventy

Cutting bending hooking and tying Three

complete as per detailed drawing Thousand

for Piers, Abutments and Returns., Two

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

R.C.C. Road. Etc. Complete.

31 4800.00 Providing trimix machine for 60.60 Rupees Sqmt

leveling smooth,finish- ing including Sixty And

channel fixing electric supply etc Sixty Paise

and dewatering of excess water Only

through vacume pump inclu.

transporting form machine etc

complete as directed.

Total Amount Rs.

Total Amount Rs.

Rupees Two Crore Two Lacs Thirty Two Thousand Five Hundred Seventy Six & Sixty Two Paise

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. 2,02,32,576.62 Amountt Put To Tender Rs.

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

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

( in Figures Rupees ______________________ ( in Figures Rupees ______________

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

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

up Fig. ) 50 Decimal )

to 50 Decimals)

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

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.

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.