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

Name of Work :-

Resurfacing & Strengthenning To Mahupada Sajanvav Road ( V. R. )Taluka:-

Sagbara., District:- Narmada. ( K.M. 0/0 to 3 / 10)

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 1.24 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 3098.00 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 1025.00 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 1763.00 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.

5 353.00 Providing and laying Compacted of Specifie 1144.14 Rupees one Cu

Quarry Spall in side shoulder / Raise Up Thousand m

inclu.carraige of material and spreading on one

prepared base including compacting as per Hundred

MOST Specification etc... complete. Fourty Four

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

6 670.00 Providing &laying compacted WBM of 1792.47 Rupees one Cu

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

required layers include.using 16% stone Seven

screening,13.2 mm size and 8% stone dust Hundred

as filler including spreading watering & ninety Two

consolidation by vibratory roller etc. comp. And Fourty

7 255.00 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

8 2625.00 Providing & laying evenly Tack Coat using 20.09 Rupees Sqt

Rapid Setting Emulsion ( RS -1 ) material at Twenty

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

using emulsion Pressure sprayer inclu. the Paise Only

cost of all labour , Material , heating , Mchinery

& Equipment etc. complete

9 16500.00 Providing & laying evenly Tack Coat using 12.74 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 Four Paise

cost of all labour , Material , heating , Mchinery Only

& Equipment etc. complete

10 718.00 Providing & laying bituminius spray grout base 2157.77 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 one

required gradation including cleaning and Hundred

heating asphalt premix materials by hot mix Fifty Seven

process in proper gradation and laying with And

paver finisher and consolidation by power roller Seventy

of 8 to 10 tonne including cost of all materials . Seven

Asphalt aggregates, labour charges royalty Paise Only

charges etc complete as directed.

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

11 503.00 Providing laying and rolling 25 mm thick open 2759.27 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 Seven

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

including heating and mixing in drum mix plant Fifty Nine

and spreading the same with paver finisher And Twenty

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

12 259.00 Providing and laying seal coat with B.T. 3200.86 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 Two

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

and mixing in drum mix plant and And Eighty

spreading the same with paver finisher Six Paise

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.

13 4.00 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

14 13.00 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

15 140.00 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.

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

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

Fixing of Typical KISHANPATH information Twenty .

boardas per instruction . Two MS plate of Thousand

1.60 mm thick of 900 mm x 750 mm size Nine

fixed at top & Botom duly Welded wth M.S. Hundred

angles of 25 x 25 x 5 m thick plate shall be

welded by 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 -

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. )

23 689.00 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

24 499.00 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 30.00 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 ninety Six

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 75 x 5 mm, 330 mm

long complete as per clause 811)

26 957.00 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

27 319.00 Construction of granular sub-base by 1366.03 Rupees one Cu

providing well graded material for grade-I Thousand m

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

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

including spreading in uniform layers with Sixty Six

motor grader on prepared surface, mixing And Three

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

28 319.00 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.

29 605.00 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 10.590 Providing & Laying TMT Bar FE- 500D 73243.02 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 3025.00 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

Total Amount Rs.

Total Amount Rs.

Rupees One Crore Twenty Eight Lacs Fifty Sevven Thousand Eight Hundred Twenty & Thirty Six 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.

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

The Cost of My / Our Tender Works out as Under

Amountt Put To Tender Rs. 128,57820.36 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.