Resurfacing & Strengthenning of Khatam Kartal Gadh Road (V.R ) Taluka-Dediapada District-Narmada (K.M. 0/0 to 5/40)

Name of Work :-

Resurfacing & Strengthenning To Khatam Kartal Gadh Road ( V. R. )Taluka:-

Dediapada. District:- Narmada. ( K.M. 0/0 to 5 / 40)

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 2.16 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 Four

manual means in area of light jungle. Hundred

2 5818.00 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 1786.00 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

4 750.00 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.

5 174.00 Providing &laying compacted WBM of 1424.20 Rupees one Cu

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

required layers include.using 16% stone Four

screening,13.2 mm size and 8% stone dust Hundred

as filler including spreading watering & Twenty Four

consolidation by vibratory roller etc. comp. And Twenty

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

6 788.00 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

7 750.00 Providing & laying evenly Tack Coat using 20.04 Rupees Sqt

Rapid Setting Emulsion ( RS -1 ) material at Twenty

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

using emulsion Pressure sprayer inclu. the Paise Only

cost of all labour , Material , heating , Mchinery

& Equipment etc. complete

8 34500.00 Providing & laying evenly Tack Coat using 12.71 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 one Paise

cost of all labour , Material , heating , Mchinery Only

& Equipment etc. complete

9 1322.00 Providing & laying bituminius spray grout base 2004.61 Rupees M.T

course in 37.50 mm thick with bitumen of Two ..

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

of mix for mixing and using B.T chips of Four And

required gradation including cleaning and Sixty one

heating asphalt premix materials by hot mix Paise Only

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 directed.

10 926.00 Providing laying and rolling 25 mm thick open 2606.32 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 Six Hundred

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

including heating and mixing in drum mix plant Thirty Two

and spreading the same with paver finisher Paise Only

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 UNI Amount up to (

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

up Fig. ) ( Up To 2 (Up

to 50 Decimals) to

11 476.00 Providing and laying seal coat with B.T. 3048.07 Rupees M.T

agreegate as specified using agreegate at the Three .

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

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

45 Kg / M. T.of total mix including heating And Seven

and mixing in drum mix plant and Paise Only

spreading the same with paver finisher

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 1.00 Providing and fixing 5th Kilometer stone of 1175.56 Rupees one No

precast C.C.1:2:4 inclu.necessary Thousand

reinforcement as per I.R.C. type design one

in C.C. 1:4:8 including painting,lettering

etc. complete (For N.H., S.H. and Five And

M.D.R.) Fifty Six

13 5.00 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

complete. Thirty Three

14 22.00 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

15 243.00 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

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 Providing & fixing logo board of Budget 4084.44 Rupees No

Lump Provision Grant.as per Four

standard design of National Rural Road

Develop-ment Agency diamond size And Fourty

600 x 600 mm, 1.50mm thick plate & Four Paise

board size 900 x 250mm, 1.50mm thick Only

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 2.00 Citizen's Information board - Providing 20917.10 Rupees Nos

and Fixing of Typical KISHANPATH Twenty .

information boardas per instruction .

Two MS plate of 1.60 mm thick of 900 Hundred

mm x 750 mm size fixed at top & Seventeen

Botom duly Welded wth M.S. angles of And Ten

25 x 25 x 5 m thick plate shall be Paise Only

welded by two Vertical M.S.Flats & Four

horizontal M.S.Flates 5 mm thick to

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 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 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.

19 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

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 12.00 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. )

21 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. )

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 14.00 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. )

23 1172.00 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

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

24 772.00 Cat Eye / Road Stud / RPM: Supplying 217.40 Rupees No

Raised Pavement Markers made of Two

polycarbonate and ABS moulded body and Hundred

reflective panels with Micro prismatic lens Seventeen

(No Glass bead lens) capable of providing And Fourty

total internal reflection of the light entering Paise Only

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

25 190.00 Type - A, "W" : Metal Beam Crash Barrier 3496.62 Rupees Rm

(Providing and erecting a "W" metal beam Three t

crash barrier comprising of 3 mm thick Thousand

corrugated sheet metal beam rail, 70 cm Four

above road/ground level, fixed on ISMC Hundred

series channel vertical post, 150 x 75 x 5 mm ninety Six

spaced 2 m centre to centre, 1.8 m high, 1.1 And Sixty

m below ground/road level, all steel parts and Two Paise

fitments to be galvanised by hot dip process, Only

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 150 x

75 x 5 mm, 330 mm long complete as per

26 324.00 Box cutting the road surface to proper 112.02 Rupees one Cu

slope and camber for making a base for Hundred m

road work including removing the Twelve And

excavated stuff and depositing on the road Two Paise

side slope as directed upto 50Mt.lead. Only

27 122.00 Construction of granular sub-base by 1060.21 Rupees one Cu

providing well graded material for grade-I Thousand m

(B.T. stone agg. 53mm to 9.50 mm 50%, Sixty And

9.50mm to 2.36mm 20%, 2.36 below 36%) Twenty one

including spreading in uniform layers with Paise Only

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.

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

28 215.00 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.

29 413.00 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

30 18.370 Providing & Laying TMT Bar FE- 500D 73550.69 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.

31 1500.00 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

32 608.00 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

33 218.00 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

34 1241.00 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 - Hundred

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

35 127.00 Providing and casting in situ ordinary 4664.41 Rupees Cum

cement concrete M.-200 mix and Four

Providing necessary pinheaders incl. Thousand

Shuttering scaffolding laying vibrating Six Hundred

curingand finishing complete. without v - Sixty Four

Grooves (A) Ht from 5.0 M to 10.0 M. And Fourty

36 4.00 Providing and Fixing 20cm x 15 x 2.50 cm. 279.69 Rupees No

thick year plate of marble stone set in cm Two

1:4 incl.finishing and engraving letters etc Hundred

.complete. Seventy

37 4.00 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

38 140.00 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

39 440.00 Providing & Laying weep holes in 88.76 Rupees No

Abbutment and Returns by using A.C.Pipe Eighty Eight

of 100 mm dia. incl. Laying in proper grade And

and joining etc. comp.as per detailed Seventy Six

Specification. Paise Only

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

40 508.00 Providing and Laying filter media 600 mm 1268.86 Rupees one Sqmt

thick as directed at the back of Abutments Thousand

and wing walls as per detailed Specifica- Two

Rupees Two Crore Eighteen Lacs Sevventeen Thousand Five Hundred Sixty one & Forty Eight 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. 21817561.48 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.

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

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.