Resurfacing & Strengthenning of Thava Mandala Road (M.D.R) Taluka-Dediapada District-Narmada (K.M. 0/0 to 4/40)

Name of Work :-

Resurfacing & Strengthenning To Thava Mandala Road ( M.D.R. )Taluka:- Dediapada.,

District:- Narmada. ( K.M. 0/0 to 4 / 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 1.32 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 3613.00 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 1455.00 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 3850.00 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.

5 330.00 Providing and laying Compacted of Specifie 671.13 Rupees Six Cu

Quarry Spall in side shoulder / Raise Up Hundred m

inclu.carraige of material and spreading on Seventy

prepared base including compacting as per one And

MOST Specification etc... complete. Thirteen

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 1332.00 Providing &laying compacted WBM of 1146.58 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 & Fourty Six

consolidation by vibratory roller etc. comp. And Fifty

7 660.00 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 3850.00 Providing & laying evenly Tack Coat using 20.06 Rupees Sqt

Rapid Setting Emulsion ( RS -1 ) material at Twenty

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

using emulsion Pressure sprayer inclu. the Paise Only

cost of all labour , Material , heating , Mchinery

& Equipment etc. complete

9 30250.00 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

10 1279.00 Providing & laying bituminius spray grout base 1901.19 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 one And

heating asphalt premix materials by hot mix Nineteen

process in proper gradation and laying with Paise Only

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.

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 1407.00 Providing and laying 37.50 mm thick B. M. , 2496.11 Rupees

using B. T. Chips as per required gradation Two

and using asphalt as binder of VG-30 grade at Thousand

3.40 % by weight of mix including heating and Four

mixing the bitumen and aggregate by batch Hundred

mix plant and laying by paver finisher including ninety Six

consolidation with vibratory roller and providing And Eleven

and operating plant and machinery and Paise Only

equipment including cost of fuel, oil, lubricant

labour charges, flushing of stone dust / sand @

0.03 cum/10 sqm., cost of asphalt and

aggregate etc. complete.

12 785.00 Providing and laying 20mm thick mix seal 3193.07 Rupees M.T

surfaceasing using B.T. chips as per Three .

required gradation adn mixing asphalt Thousand

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

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

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 18.00 Providing and fixing Hecto-meter stone as 356.50 Rupees No

per I.R.C Type design incl. painting, Three

lettering etc. complete. (A) Fixing in Hundred

C.C.1:5:10 Fifty Six

15 198.00 Providing and fixing indicator stone of 343.27 Rupees No

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

C.C. 1:4:8 including white washing etc. Hundred

complete.(ii) Fixing in C.C. 1:5:10 Fourty Three

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 4084.44 Rupees No

Vanbandhu Yojana.as per standard Four

design of National Rural Road Develop-

ment Agency diamond size 600 x 600 And Fourty

mm, 1.50mm thick plate & board size Four Paise

900 x 250mm, 1.50mm thick M.S. plate Only

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 information Twenty .

boardas per instruction . Two MS plate

of 1.60 mm thick of 900 mm x 750 mm Hundred

size fixed at top & Botom duly Welded Seventeen

wth M.S. angles of 25 x 25 x 5 m thick And Ten

plate 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

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. )

23 953.00 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

24 436.00 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

25 460.00 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 2262.00 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

27 754.00 Construction of granular sub-base by 829.64 Rupees Cu

providing well graded material for grade-I Eight m

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

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

including spreading in uniform layers with Nine And

motor grader on prepared surface, mixing Sixty Four

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

28 754.00 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. Hundred

29 1430.00 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 25.030 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. Two

Road. Etc. Complete. Hundred

31 7150.00 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 Two Crore Seventy one LacsForteen Thousand Fifteen & 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. 271,14,015.08 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.