Resurfacing & Strengthenning of Dediapada Fulsar Road (O.D.R) Taluka-Dediapada District-Narmada (K.M.0/0 to 10/20)

Name of Work :-

Resurfacing & Strengthenning To Dediapada Fulsar Road. ( O.D.R. )Taluka:-

Dediapada., District:- Narmada. ( K.M. 0/0 to 10 / 20)

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

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up toto ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

1 3.06 Clearing & Grubbing road land including 28455.09 Rupees Hect.

uprooting rank vegetation, grass brushes, Twenty Eight

shrubs, spalling and trees girth up in 300 Four Hundred

mm removal of stumps of trees cut earlier Fifty Five And

& disposal of unservicable material (A) By Nine Paise

manual means in area of light jungle. Only

2 4823.00 Earthwork in Embankment inclu. breaking 184.85 Rupees one Cum

clods drssing with all lead & lift including Hundred

Rolling and Watering of Earth Work in Eighty Four

layers with Power roller including filling in And Eighty

depression which occur during the Five Paise

process,. Etc. complete. Only

3 2892.00 Earthwork in cuting in all sorts of soil and 112.02 Rupees one Cum

soft murrum inclu. conveying and Hundred

spreading the stuff, uin Spoil Bank Twelve And

maintainning minimum distance of five Two Paise

Mt. between top edge of Cutting and toe Only

4 1125.00 Scarifying and Removing bitumen 42.59 Rupees Sqm

Macadam or bitumen macadam surface Fourty Two

inclu.Completely removing out the entire And Fifty

Existing bitumenious surface stacking Nine Paise

useful materials on road side & disposing Only

off remaining stuff. comp. as per instruction

of engineer in charge.

5 303.00 Construction of granular sub-base by 1015.23 Rupees one Cum

providing well graded material for grade-I Thousand

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

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

including spreading in uniform layers with Three

motor grader on prepared surface, mixing Paise Only

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. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

6 225.00 Providing and laying Compacted of 834.80 Rupees Cum

Specifie Quarry Spall in side shoulder / Eight

Raise Up inclu.carraige of material and Hundred

spreading on prepared base including Thirty Four

compacting as per MOST Specification And Eighty

etc... complete. Paise Only

7 375.00 Providing &laying compacted WBM of 1370.04 Rupees one Cum

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

in required layers include.using 16% stone Three

screening,13.2 mm size and 8% stone dust Hundred

as filler including spreading watering & Seventy

consolidation by vibratory roller etc. comp. And Four

8 1388.00 Providing and laying Compacted of 483.54 Rupees Cum

Specified Hard Murrum in side shoulder / Four

Raise Up inclu.carraige of material and Hundred

spreading on prepared base including Eighty

compacting as per MOST Specification Three And

etc... complete. Fifty Four

9 1125.00 Providing & laying evenly Tack Coat using 19.95 Rupees Sqt

Rapid Setting Emulsion ( RS -1 ) material at Nineteen

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

surface using emulsion Pressure sprayer Five Paise

inclu. the cost of all labour , Material , heating Only

, Mchinery & Equipment etc. complete

10 71113.00 Providing & laying evenly Tack Coat using 12.65 Rupees Sqmt

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

the Rate of 2.50 Kg/10 Sqm. On road Sixty Five

surface using emulsion Pressure sprayer Paise Only

inclu. the cost of all labour , Material , heating

, Mchinery & Equipment etc. complete

11 2703.00 Providing & laying bituminius spray grout 1967.62 Rupees one M.T..

base course in 37.50 mm thick with bitumen Thousand

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

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

of required gradation including cleaning and Sixty Seven

heating asphalt premix materials by hot mix And Sixty

process in proper gradation and laying with Two Paise

paver finisher and consolidation by power Only

roller of 8 to 10 tonne including cost of all

materials . Asphalt aggregates, labour

charges royalty charges etc complete as

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

12 2974.00 Providing and laying 37.50 mm thick B. M. , 2549.99 Rupees M.T.

using B. T. Chips as per required gradation Two

and using asphalt as binder of VG-30 grade Thousand

at 3.40 % by weight of mix including heating Five

and mixing the bitumen and aggregate by Hundred

batch mix plant and laying by paver finisher Fourty Nine

including consolidation with vibratory roller And ninety

and providing and operating plant and Nine Paise

machinery and equipment including cost of Only

fuel, oil, lubricant , labour charges, flushing of

stone dust / sand @ 0.03 cum/10 sqm., cost

of asphalt and aggregate etc. complete.

13 1658.00 Providing and laying 20mm thick mix 3231.85 Rupees M.T.

seal surfaceasing using B.T. chips as per Three

required gradation adn mixing asphalt Thousand

grade VG -30 @ 5.10% by weight of total Two

mix of asphalt binder. The mixing should Hundred

be doen by contractor's in its own drum

mix plant and laying by sencer paver

finisher and consolidation with vibratory

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

14 2.00 Providing and fixing 5th Kilometer stone 1175.56 Rupees one No

of 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 Five And

N.H., S.H. and M.D.R.) Fifty Six

15 9.00 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 Hundred

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

16 41.00 Providing and fixing Hecto-meter stone 356.50 Rupees Three No

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

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

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

17 459.00 Providing and fixing indicator stone of 343.27 Rupees Three No

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

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

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

18 2.00 Providing & fixing logo board of 4084.44 Rupees No

Budget Lump Provision Grant.as Four

per standard design of National Rural

Road Develop-ment Agency diamond And Fourty

size 600 x 600 mm, 1.50mm thick Four Paise

plate & board size 900 x 250mm, Only

1.50mm thick M.S. plate and

meter deep length sungle angle

x75x6 mm size incl. fitting & painting

lettering with luminous colour as per

drawing including fixing in C.C. 1:3:6

19 2.00 Citizen's Information board - Providing and 20917.10 Rupees Nos.

Fixing of Typical BUDGET LUMP PROVISION Twenty

GRANT information boardas per instruction . Thousand

Two MS plate of 1.60 mm thick of 900 mm x Nine

750 mm size fixed at top & Botom duly Hundred

Welded wth M.S. angles of 25 x 25 x 5 m Seventeen

thick plate shall be welded by two Vertical And Ten

M.S.Flats & Four horizontal M.S.Flates 5 Paise Only

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. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

20 12.00 Village Name Sign:-Providing &fixing sign 5045.36 Rupees No.

boards made out of 2mm alumi-nium sheet Five

/ 4mm ACP (Aluminum composite Panel); Thousand

size 90x60 cms. rectangular as per design Fourty Five

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

phospheting process &acid etching;coated Six Paise

with one coat of epoxy primer and two coats Only

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 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 & 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. R.)

21 2.00 Direction (Junction) Sign:-Providing & 14831.71 Rupees No.

fixing sign boards made out of 2mm Fourteen

aluminium sheet / 4mm ACP (Alumi-nium Thousand

composite Panel);size 244x 122 cms. Eight

rectangular as per design of IRC-67-2012. Hundred

Pre treated with phospheting process &acid Thirty one

etching; coated with one coat of epoxy And

primer &two coatsof best quality epoxy Seventy

paint; reflectorised with High Intensity one Paise

Prismatic Grade retro refiective sheeting of Only

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 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 Grade ( V.R.)

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

22 40.00 Cautionary Warning Sign :-Providing and 3808.66 Rupees No

fixing sign boards made out of Three

2mmaluminium sheet / 4mm ACP Thousand

(Aluminum composite Panel);size 90 x 90 x Eight

90 cms. equilateral triangle as per design of Hundred

IRC-67-2012.Pre treated with phos-pheting Eight And

process & acid etching; coated with one Sixty Six

coat of epoxy primer and two coats of best Paise Only

quality epoxy 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

Cms. for each leg including excavation,

curing etc.comp.under the supervision of

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

23 2.00 Distance Informatory / Destination Sign :- 10926.57 Rupees Ten No

Providing and fixing sign boards made out Thousand

of 2mm aluminium sheet / 4 mm Nine

ACP(Aluminum composite Panel); size Hundred

180x120 cms.rectangular as per design of Twenty Six

IRC-67-2012. Pre treated with phospheting And Fifty

process & acidetching; coated with one coat Seven

of epoxy primer and two coats of best Paise Only

quality epoxy 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

mm / 65NB Circular MS Pipe as required

frame fabric-ated 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 45x45x60 Cms.for eachleg

incl. excavation, curing etc.comp. under the

supervision of engineer in charge. Engineer

Grade ( V. R. )

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

24 10.00 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

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. )

25 2171.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with reflectorising glass Three

beads on bitumin surface providing and Hundred

laying a hot applied thermoplastic Sixty Seven

compound 2.5 mm thick including And

reflectorising glass beads @ 250gms per Seventy

sqm area, thickness of 2.5mm is excluding Two Paise

of surface applied glass beds as per IRC:35- Only

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 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. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

26 650.00 Cat Eye / Road Stud / RPM: Supplying 217.40 Rupees No

Raised Pavement Markers made of Two

polycarbonate and ABS moulded body Hundred

and reflective panels with Micro prismatic Seventeen

lens (No Glass bead lens) capable of And Fourty

providing total internal reflection of the Paise Only

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.

27 80.00 Type - A, "W" : Metal Beam Crash Barrier 3496.62 Rupees Rmt

(Providing and erecting a "W" metal Three

beam crash barrier comprising of 3 mm Thousand

thick corrugated sheet metal beam rail, Four

70 cm above road/ground level, fixed on Hundred

ISMC series channel vertical post, 150 x ninety Six

75 x 5 mm spaced 2 m centre to 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 150 x

x 5 mm, 330 mm long complete as per

28 673.00 Box cutting the road surface to proper 112.02 Rupees one Cum

slope and camber for making a base for Hundred

road work including removing the Twelve And

excavated stuff and depositing on the Two Paise

road side slope as directed upto Only

29 94.00 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

strutting dewatering as necessary and And Eighty

disposing of the excavated stuff as

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

30 249.00 Providing & filling in found-ation with 3211.27 Rupees Cum

ordinary cement concrete M-100 mix and Three

providing necessary vertical pin headers Thousand

including formwork, vibrating, ramming Two

and curing complete.

31 84.00 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

curingand finishing complete. without v -

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

32 55.00 Providing and Casting in situ Ordinary 3953.31 Rupees Cum

Cement Concrete M-200 for R.C.C. Raft Three

and cutt-off walls including necessary Thousand

shuttering laying, vibrating, ramming and Nine

curing complete.

33 264.00 Providing and filling sand behind 478.82 Rupees Four Cum

abutments and between returns in layers Hundred

as directed And Eighty

34 145.00 Providing and Laying filter media 600 1268.86 Rupees one Sqm

mm thick as directed at the back of Thousand

Abutments and wing walls as per detailed Sixty Eight

Specifica-tion And Eighty Six

35 510.00 Providing and Casting in situ Ordinary 5029.20 Rupees Five Cum

Cement Concrete M-250 for Approach Thousand

Slab including necessary Form Work and And Twenty

curing complete. Paise Only

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

36 106.00 Providing & Laying weep holes in 88.76 Rupees No.

Abbutment and Returns by using Eighty Eight

A.C.Pipe of 100 mm dia. incl. Laying in And Seventy

proper grade and joining etc. comp.as per Six Paise

detailed Specification.

37 28.410 Providing & Laying TMT Bar FE- 500D 73468.83 Rupees M.T.

Reinforcement including Cutting bending Seventy

hooking and tying complete as per Three

detailed drawing for Piers, Abutments and Thousand

Returns., R.C.C. Solid Slab, Approach

Slab & R.C.C. Road. Etc. Complete.

38 30.000 Dismentaling the existing structure 418.97 Rupees Cum

including removing and stacking the Four

dismentelled materials as and where Hundred

directed. (A) Rubble Masonary. Eighteen

39 5138.00 Providing trimix machine for leveling 60.60 Rupees Sqmt

smooth, finishing including channel fixing Sixty And

electric supply etc and dewatering of Sixty Paise

excess water through vacume pump Only

including transporting form machine etc

complete as directed.

40 283.00 Excavation for foundation up to 1.5 M 270.85 Rupees Cum

Depth including sorting out & stacking of Two

useful materials and disposing of the Hundred

excavated stuff up to 50 meter lead (B) Seventy

Dense or Hard Soil. And Eighty

41 137.00 Providing and casting in situ ordinary 3787.50 Rupees Cum

cement concrete M.- 150 mix and Three

Providing necessary pinheaders incl. Thousand

Shuttering scaffolding laying vibrating Seven

curingand finishing complete. without v -

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

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

42 30.00 Supplying & fixing reinforced concrete 4710.56 Rupees Rmt

heavy duty non-pressure pipes with Four

collars for culverts carrying heavy traffic Thousand

as per IS 458-1991 specifications Seven

incl.setting the pipes in C.M.1:2 watering

& laying (to level or slopes) of class NP4

of following internal daimeters. (iii) Paise Only

43 148.00 Providing and fixing Guard Stone as 350.80 Rupees No.

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

washing etc.complete.(I) fixing in Hundred

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

44 5.00 Providing and Fixing 20cm x 15 x 2.50 279.69 Rupees Two No.

cm. thick year plate of marble stone set Hundred

in cm 1:4 incl.finishing and engraving And Sixty Nine

letters etc .complete. Paise Only

45 5.00 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

46 2.00 Providing and Maintaining of diversion 3030.00 Rupees No

for traffic during the work in progress till Three

comple-tion of work incl.providing red Thousand

lamps and necessary sign board. Thirty Only

47 179.00 White washing with lime on wall surface 18.99 Rupees SQmt

(three coats) to give an even shade Eighteen

including thoroughly booming the surface And ninety

to remove all dirt, dust; mortar drops and Nine Paise

other foreign matter.

Total Amount Rs.

Total Amount Rs.

Rupees Three Crore Fifteen Lacs Forty Nine Thousand Eight Hundred Eleven & Eighty Paise only.

Divisional Accountant Deputy Executive Engineer

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

Rajpipla Dediapada

It. No. Quantitie Items of Work Tender Rate UNIT Amount up

up to s ( only In Figure In Words. (Up to to ( Two

50 Fig. ) 50 Decimal )

chara Decimals)

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. 315,49,811.80 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.