Resurfacing & Strengthenning of Mota Mandala to Nana Mandala Road (V.R) Taluka-Dediapada District-Narmada K.M.0/0 to 2/50

Name of Work :-

Resurfacing & Strengthenning To Mota Mandala Nana Mandala Road ( V. R. )Taluka:-

Dediapada. District:- Narmada. ( K.M. 0/0 to 2 / 50)

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

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

1 1.00 Clearing & Grubbing road land including 28455.09 Rupees Hec

uprooting rank vegetation, grass brushes, Twenty t.

shrubs, spalling and trees girth up in 300 Eight

mm removal of stumps of trees cut earlier Thousand

& disposal of unservicable material (A) By

manual means in area of light jungle.

2 1626.00 Earthwork in Embankment inclu. 184.85 Rupees one Cum

breaking clods drssing with all lead & lift Hundred

including Rolling and Watering of Earth

Work in layers with Power roller Five Paise

including filling in depression which Only

occur during the process,. Etc.

3 827.00 Earthwork in cuting in all sorts of soil and 112.02 Rupees one Cu

soft murrum inclu. conveying and Hundred m

spreading the stuff, uin Spoil Bank Twelve And

maintainning minimum distance of five Mt. Two Paise

between top edge of Cutting and toe of Only

4 1425.00 Scarifying and Removing bitumen Macadam 42.59 Rupees Sq

or bitumen macadam surface Fourty Two m

inclu.Completely removing out the entire And Fifty

Existing bitumenious surface stacking useful Nine Paise

materials on road side & disposing off Only

remaining stuff. comp. as per instruction of

engineer in charge.

5 289.00 Providing &laying compacted WBM of 1184.67 Rupees one Cu

Grading-II MCBT metal of size 45 to 63mm in Thousand m

required layers include.using 16% stone one

screening,13.2 mm size and 8% stone dust Hundred

as filler including spreading watering & Eighty Four

consolidation by vibratory roller etc. comp. And Sixty

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

6 375.00 Providing and laying Compacted of Specified 483.54 Rupees Cu

Hard Murrum in side shoulder / Raise Up Four m

inclu.carraige of material and spreading on Hundred

prepared base including compacting as per Eighty

MOST Specification etc... complete. Three And

7 3300.00 Providing & laying evenly Tack Coat using 20.05 Rupees Sqt

Rapid Setting Emulsion ( RS -1 ) material at Twenty

the Rate of 4.00 Kg/10 Sqm. On road surface And Five

using emulsion Pressure sprayer inclu. the Paise Only

cost of all labour , Material , heating , Mchinery

& Equipment etc. complete

8 9000.00 Providing & laying evenly Tack Coat using 12.72 Rupees Sq

Rapid Setting Emulsion ( RS -1 ) material at Twelve And mt

the Rate of 2.50 Kg/10 Sqm. On road surface Seventy

using emulsion Pressure sprayer inclu. the Two Paise

cost of all labour , Material , heating , Mchinery Only

& Equipment etc. complete

9 462.00 Providing & laying bituminius spray grout base 1915.47 Rupees one M.T

course in 37.50 mm thick with bitumen of Thousand ..

grade ( VG- 30 ) at the rate of 1.99 % by weight Nine

of mix for mixing and using B.T chips of Hundred

required gradation including cleaning and Fifteen And

heating asphalt premix materials by hot mix Fourty

process in proper gradation and laying with Seven

paver finisher and consolidation by power roller Paise Only

of 8 to 10 tonne including cost of all materials .

Asphalt aggregates, labour charges royalty

charges etc complete as directed.

10 323.00 Providing laying and rolling 25 mm thick open 2518.87 Rupees M.T

graded premixed bitumineous carpet with B.T. Two .

aggregate as specified and using bitumen Thousand

grade (VG-30) for mixing with agreegate at the Five

rate of 3.36 % i.e 33.60 kg/M.T. of total mix Hundred

including heating and mixing in drum mix plant Eighteen

and spreading the same with paver finisher And Eighty

and consolidation with power roller including Seven

necessary firewood, oil, lubricants, labour Paise Only

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 UNI Amount up to (

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

11 167.00 Providing and laying seal coat with B.T. 2962.05 Rupees M.T

agreegate as specified using agreegate at the Two .

rate of 0.18 Cu.mt / 10 Sq.M. and bitumen for Thousand

mixing with agreegate at the rate of 4.50 % i.e Nine

45 Kg / M. T.of total mix including heating Hundred

and mixing in drum mix plant and Sixty Two

spreading the same with paver finisher And Five

and consolidation with 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 specification.

12 3.00 Providing & fixing ordinary K.M. Stone of 704.33 Rupees Nos

Precast C.C. 1:2:4 incl. necessary reinfor- Seven .

cement as per I.R.C. Type design fixing in Hundred

c.c. 1: 4:8 incl. Painting , lettering etc. Four And

13 11.00 Providing and fixing Hecto-meter stone as 356.50 Rupees Three No

per I.R.C Type design incl. painting, Hundred Fifty

lettering etc. complete. (A) Fixing in Paise Only

14 113.00 Providing and fixing indicator stone of 343.27 Rupees Three No

approved stone as per I.R.C. type design in Hundred

C.C. 1:4:8 including white washing etc. And Twenty

complete.(ii) Fixing in C.C. 1:5:10 Seven Paise

15 2.00 Providing & fixing logo board of 4084.44 Rupees No

Vanbandhu Yojana Grant.as per standard Four

design of National Rural Road Develop- Thousand

ment Agency diamond size 600 x 600 mm, Eighty Four

1.50mm thick plate & board size 900 x And Fourty

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

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 UNI Amount up to (

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

16 2.00 Citizen's Information board - Providing and 20917.10 Rupees Nos

Fixing of Typical information boardas per Twenty .

instruction . Two MS plate of 1.60 mm thick Thousand

of 900 mm x 750 mm size fixed at top & Nine

Botom duly Welded wth M.S. angles of 25 Hundred

x 25 x 5 m thick plate shall be welded by Seventeen

two Vertical M.S.Flats & 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

17 6.00 Village Name Sign:-Providing &fixing sign 5045.36 Rupees No.

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

4mm ACP (Aluminum composite Panel); size Thousand

90x60 cms. rectangular as per design of IRC- Fourty Five

67-2012. Pre treated with phospheting And Thirty

process &acid etching;coated with one coat Six Paise

of epoxy primer and two coats of best quality Only

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 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.

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

18 2.00 Direction (Junction) Sign:-Providing & fixing 14831.71 Rupees No.

sign boards made out of 2mm aluminium Fourteen

sheet / 4mm ACP (Alumi-nium composite Thousand

Panel);size 244x 122 cms. rectangular as per Eight

design of IRC-67-2012. Pre treated with Hundred

phospheting process &acid etching; coated Thirty one

with one coat of epoxy primer &two coatsof And

best quality epoxy paint; reflectorised with Seventy

High Intensity Prismatic Grade retro refiective one Paise

sheeting of Type-4 as per ASTM D-4956 and Only

latest M.O.S.T. Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle 75 x75x

6mm / 65NB Circular MS Pipe as required &

frame fabricated from suitable size iron angle

of 50x50x5mm; 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

supervision of engineer in charge.Engineer

19 6.00 Cautionary Warning Sign :-Providing and 3808.66 Rupees No

fixing sign boards made out of Three

2mmaluminium sheet / 4mm ACP (Aluminum Thousand

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

equilateral triangle as per design of IRC-67- Hundred

2012.Pre treated with phos-pheting process & Eight And

acid etching; coated with one coat of epoxy Sixty Six

primer and two coats of best quality epoxy Paise Only

paint ; reflectorised with High Intensity

PrismaticGrade retro refiective sheeting of

Type-4 as per ASTM D-4956 &latest M.O.

S.T. Specifications;3.6mtr long stand post of

Iron Angle 75 x75x6mm / 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.comp.under the supervision of engineer in

charge. Engineer Grade ( V.R. )

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

20 2.00 Distance Informatory / Destination Sign :- 10926.57 Rupees Ten No

Providing and fixing sign boards made out of Thousand

2mm aluminium sheet / 4 mm ACP(Aluminum Nine

composite Panel); size 180x120 Hundred

cms.rectangular as per design of IRC-67- Twenty Six

2012. Pre treated with phospheting process & And Fifty

acidetching; coated with one coat of epoxy Seven

primer and two coats of best quality epoxy Paise Only

paint; reflectorised with High Intensity

Prismatic Grade retro refiective sheeting of

Type-4 as per ASTM D-4956 &latest M.O.S.

T.Specifica tions;4.0mtr (2 Nos.) long stand

post of Iron Angle75x7x 6 mm / 65NB

Circular MS Pipe as required frame fabric-

ated from suitable size iron angle of 50 x

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

45x45x60 Cms.for eachleg incl. excavation,

curing etc.comp. under the supervision of

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

21 8.00 Hazard Marker Sign :-Providing and fixing 2423.74 Rupees No

sign boards made out of 1.5mm aluminium Two

sheet / 3mm ACP (Alumi-num composite Thousand

Panel); size 90x30 cms. rectangular as per Four

design of IRC-67-2012. Pre treated with Hundred

phospheting process &acid etching;coated Twenty

with one coat of epoxy primer and two coats Three And

of best quality epoxy paint;reflectorised with Seventy

High Intensity Prismatic Grade retro Four Paise

refiectivesheeting of Type-4 asper ASTM D- Only

4956 &latest M.O.S.T.Specifi-cations; 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

35x35x 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 etc.complete under the

supervision of engineer in charge. Engineer

Grade ( V. R. )

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

22 544.00 Road marking with hot applied thermoplastic 367.72 Rupees Sq

paints with reflectorising glass beads on Three m

bitumin surface providing and laying a hot Hundred

applied thermoplastic compound 2.5 mm Sixty Seven

thick including reflectorising glass beads @ And

250gms per sqm area, thickness of 2.5mm is Seventy

excluding of surface applied glass beds as Two Paise

per IRC:35-2015. The finished surface to be Only

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

23 396.00 Cat Eye / Road Stud / RPM: Supplying Raised 217.40 Rupees No

Pavement Markers made of polycarbonate and Two

ABS moulded body and reflective panels with Hundred

Micro prismatic lens (No Glass bead lens) Seventeen

capable of providing total internal reflection of And Fourty

the light entering the lens face and shall Paise Only

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.

24 365.00 Box cutting the road surface to proper slope 112.02 Rupees one Cu

and camber for making a base for road work Hundred m

including removing the excavated stuff and Twelve And

depositing on the road side slope as directed Two Paise

upto 50Mt.lead. Only

25 137.00 Construction of granular sub-base by providing 861.27 Rupees Cu

well graded material for grade-I (B.T. stone Eight m

agg. 53mm to 9.50 mm 50%, 9.50mm to Hundred

2.36mm 20%, 2.36 below 36%) including Sixty one

spreading in uniform layers with motor grader And Twenty

on prepared surface, mixing by mix in place Seven

method with rotavator at OMC, and Paise Only

compacting with smooth wheel roller to

achieve the desired density, complete as per

Technical Specification Clause 401. For

Grading 1 Material.

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

26 184.00 Providing & filling in found-ation with 3211.27 Rupees Cu

ordinary cement concrete M-100 mix and Three m

providing necessary vertical pin headers Thousand

including formwork, vibrating, ramming and Two

curing complete.

27 338.00 Providing and casting in situ Controlled 5029.20 Rupees Cu

cement concrete M - 250 for Approach Five m

Slab including Form Work curing and Thousand

Finishing Complete. Twenty

28 8.670 Providing & Laying TMT Bar FE- 500D 73439.01 Rupees M.T

Reinforcement including Cutting bending Seventy .

hooking and tying complete as per detailed Three

drawing for Piers, Abutments and Returns., Thousand

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

Road. Etc. Complete.

29 1688.00 Providing trimix machine for leveling 60.60 Rupees Sqmt

smooth,finish- ing including channel fixing Sixty And

electric supply etc and dewatering of Sixty Paise

excess water through vacume pump inclu. Only

transporting form machine etc complete as

30 103.00 Excavation for foundation in sand, gravel, 523.28 Rupees Cum

clay soft soils and murrum etc. including Five

shoring, strutting dewatering as necessary Hundred

and disposing of the excavated stuff as Twenty

directed.(A) Depth upto 3.0 M. and lead Three And

upto 100m for 10 Cum Twenty

31 103.00 Excavation for foundation in hard murrum 625.88 Rupees Six Cum

and boulders and very stiff or sticky, clays Hundred

and other similar strata including shoring Twenty Five

and strutting and dewatering as necessary And Eighty

and disposing of the excavated stuff as Eight Paise

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

32 203.00 Providing and casting in situ ordinary 4157.37 Rupees Cum

cement concrete M.-200 mix and Four

Providing necessary pinheaders incl. Thousand

Shuttering scaffolding laying vibrating one

curing and finishing complete. without v -

Grooves (A) Ht from 0.0 M to 5.0 M.

33 1.00 Providing and Fixing 20cm x 15 x 2.50 cm. 279.69 Rupees Two No

thick year plate of marble stone set in cm Hundred

1:4 incl.finishing and engraving letters etc Seventy

.complete. Nine And

34 1.00 Providing and fixing Number plate of 306.14 Rupees No

marble stone set in cm 1:4 including Three

finishing and engraving letters etc. comp. Hundred

35 50.00 Providing and fixing Guard Stone as 99.26 Rupees No.

per I.R.C.Type Design incl. white ninety Nine

washing etc.complete.(I) fixing in earth And Twenty

36 100.00 Providing & Laying weep holes in Abbutment 88.76 Rupees No

and Returns by using A.C.Pipe of 100 mm Eighty Eight

dia. incl. Laying in proper grade and joining And Seventy

etc. comp.as per detailed Specification. Six Paise

37 100.00 Providing and Laying filter media 600 mm 1268.96 Rupees one Sqm

thick as directed at the back of Abutments Thousand

and wing walls as per detailed Specifica- Two

Total Amount Rs.

Total Amount Rs.

Rupees Eighty One Lacs Seventy Seven Thousand One Hundred Fifty & Eighty Eight Paise only.

Divisional Accountant Deputy Executive Engineer

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

Rajpipla Dediapada

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

No. s ( only In Figure In Words. T Two Decimal )

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

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. 81,77150.88 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.

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.