Resurfacing & Stengthenning of Mahupada Chimbapani Road (V.R.) Taluka-Sagbara Dist-Narmada (K.M.0/0 to 3/50 )

Name of Work :-

Resurfacing and Strengthenning of Mahupada Chimbipani Road ( V.R.)

Taluka:- Sagbara. District:- Narmada. ( K.M. 0/0 to 3/50 )

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 )

up Fig. ) ( Up To

to 50 Decimals)

1 1.40 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 Fifty Five

(A) By manual means in area of And Nine

light jungle. Paise Only

2 3376.00 Earthwork in Embankment inclu. 161.67 Rupees one Cum

breaking clods drssing with all Hundred

Borrow area with all Lead & Lift. Sixty one

Including Rolling & Consolidation And Sixty

With Power Roller and filling in

depression which occur during the

3 1158.00 Earthwork in cuting in all sorts of 112.02 Rupees one Cum

soil and soft murrum inclu. Hundred

conveying and spreading the stuff, Twelve And

uin Spoil Bank maintainning Two Paise

minimum distance of five Mt.

between top edge of Cutting and

toe of Spoil bank.

4 3955.00 Rolling and Watering of Earth Work 23.18 Rupees Cum

in layers with power roller including Twenty

filling in depression which occur Three And

during the process etc. complete Eighteen

5 4875.00 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 )

up Fig. ) ( Up To

to 50 Decimals)

6 547.00 Providing &laying compacted WBM 1792.47 Rupees one Cum

of Grading-II MCBT metal of size 45 Thousand

to 63mm in required layers Seven

include.using 16% stone

screening,13.2 mm size and 8%

stone dust as filler including Seven Paise

spreading watering & consolidation Only

by vibratory roller etc. comp.

7 525.00 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

including compacting as per MOST Three And

Specification etc... complete. Fifty Four

8 4875.00 Providing and laying evenly Tack 31.39 Rupees Sqm

Coat using Rapid Setting Emulsion ( Thirty one

RS -1 ) material at the Rate of 4.00 And Thirty

Kg / 10 Sqm. On road surface using Nine Paise

emulsion Pressure sprayer including Only

the cost of all labour , Material

heating , Mchinery & Equipment etc.

9 16125.0 Providing and laying evenly Tack 19.80 Rupees Sqm

Coat using Rapid Setting Emulsion ( Nineteen

RS -1 ) material at the Rate of 2.50 And Eighty

Kg / 10 Sqm. On road surface using Paise Only

emulsion Pressure sprayer including

the cost of all labour , Material

heating , Mchinery & Equipment etc.

10 788.00 Providing & laying bituminius spray 2827.27 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 Eight

mixing & using B.T chips of required Hundred

gradation including cleaning and Twenty

heating asphalt premix materials by Seven And

hot mix process in proper gradation Twenty

and laying with paver finisher and Seven

consolidation by power roller of 8 to 10 Paise Only

tonne including cost of all materials .

Asphalt aggregates, labour charges

royalty charges etc complete as

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

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

up Fig. ) ( Up To

to 50 Decimals)

11 552.00 Providing laying and rolling 25 mm 3090.15 Rupees M.T.

thick open graded premixed Three

bitumineous carpet with B.T. Thousand

aggregate as specified and using ninety And

bitumen grade (VG-30) for mixing Fifteen

with agreegate at the rate of 3.36 %

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

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 specification.

12 284.00 Providing and laying seal coat with 4714.80 Rupees M.T.

B.T. agreegate as specified using Four

agreegate at the rate of 0.18 Cu.mt Thousand

/10 Sq.M.and bitumen for mixing with Seven

agreegate at the rate of 4.50 % i.e 45 Hundred

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 15.00 Providing and fixing Hecto-meter 356.50 Rupees No

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

painting, lettering etc. complete. Hundred

(A) Fixing in C.C.1:5:10 Fifty Six

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

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

up Fig. ) ( Up To

to 50 Decimals)

15 158.00 Providing and fixing indicator stone 343.27 Rupees No

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

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

white washing etc. complete.(ii) Fourty

Fixing in C.C. 1:5:10 Three And

16 2.00 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

diamond size 600 x 600 mm,

1.50mm thick plate & board size Only

900 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.

17 2.00 Citizen's Information board - Providing 20917.10 Rupees Nos.

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

Grant information boardas per Thousand

instruction . Two MS plate of 1.60 mm Nine

thick of 900 mm x 750 mm size fixed at Hundred

top & Botom duly Welded wth M.S. Seventeen

angles of 25 x 25 x 5 m thick plate And Ten

shall be welded by two Vertical Paise Only

M.S.Flats & Four horizontal M.S.Flates

5 mm thick to 75 mm x 75 mm of

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 Annexure

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

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

up Fig. ) ( Up To

to 50 Decimals)

18 4.00 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

phospheting process &acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised Only

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 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.)

19 2.00 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 And

paint ; reflectorised with High Intensity Seventy one

Prismatic Grade retro refiective sheeting of Paise 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 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 (

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

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

up Fig. ) ( Up To

to 50 Decimals)

20 20.00 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 Paise Only

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

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 )

up Fig. ) ( Up To

to 50 Decimals)

21 2.00 Distance Informatory / Destination 10926.57 Rupees Ten No

Sign :-Providing and fixing sign boards Thousand

made out of 2mm aluminium sheet / 4mm Nine

ACP (Aluminum composite Panel); size Hundred

180x120 cms. rectangular as per design Twenty Six

of 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

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 to Two Decimal )

up Fig. ) ( Up To

to 50 Decimals)

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

fixing sign boards made out of 1.5mm Two

aluminium sheet / 3mm ACP Thousand

(Aluminum composite Panel); size Four

90x30 cms. rectangular as per design Hundred

of IRC-67-2012. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer

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 )

up Fig. ) ( Up To

to 50 Decimals)

23 754.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with Three

reflectorising glass beads on Hundred

bitumin surface providing and Sixty Seven

laying a hot applied thermoplastic

compound 2.5 mm thick including Two Paise

reflectorising glass beads @ Only

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 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 two years.

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

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

up Fig. ) ( Up To

to 50 Decimals)

24 396.00 Cat Eye / Road Stud / RPM: 217.40 Rupees Cum

Supplying Raised Pavement Two

Markers made of polycarbonate Hundred

and ABS moulded body and Seventeen

reflective 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 Rupees

25 430.00 Type - A, "W" : Metal Beam Crash 3496.62 Rmt

Barrier (Providing and erecting a Three

"W" metal beam crash barrier Thousand

comprising of 3 mm thick Four

corrugated sheet metal beam rail,

70 cm above road/ground level, And Sixty

fixed on ISMC series channel Two Paise

vertical post, 150 x 75 x 5 mm Only

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 clause 811)

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

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

up Fig. ) ( Up To

to 50 Decimals)

26 280.00 Box cutting the road surface to 112.02 Rupees one Cum

proper slope and camber for Hundred

making a base for road work Twelve And

including removing the excavated Two Paise

stuff and depositing on the road

side slope as directed upto

27 92.00 Construction of granular sub-base 1366.03 Rupees one Cum

by providing well graded material Thousand

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

to 9.50 mm 50%, 9.50mm to Hundred

including spreading in uniform Paise Only

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.

28 197.00 Providing and filling in foundation 3211.27 Rupees Cum

with ordinary Cement concrete M- Three

100 mix &providing necessary Thousand

vertical pin headers inclu. Two

formwork, vibrating, ramming and

curing complete. Twenty

29 525.00 Providing and casting in situ 4923.48 Rupees Cum

Controlled cement concrete M-200 Four

for approach slab including Thousand

formwork curing and finishing Nine

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

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

up Fig. ) ( Up To

to 50 Decimals)

30 9.19 Providing & Fixing in Position FE 73243.02 Rupees M.T.

500 / 500 D reinforcement including Seventy

Cutting , bending, binding and

placing in position comp. ( C) For Two

Approach Slab Hundred

31 2625.00 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 One Crore Forty Three lacs Forty Seven thousand one Hundred Eighty Two and Forty Two

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. 1,43,47,182.42 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.

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

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

up Fig. ) ( Up To

to 50 Decimals)

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.