Constructing Nichli Mathasar to Upla Faliya Road ( V.R / N.P. ) Taluka-Dediapada District-Narmada K.M. 0/0 to 1/20 (2nd Attempt)

Name of Work :-

Constructing Nichli Mathasar to upl Faliya Road. ( V.R. / N. P. ) Taluka:-

Dediapada. District:- Narmada ( K.M. 0/0 to 1/20 )

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 2

to 50 Decimals)

1 0.48 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 3256.00 Earthwork in Embankment inclu. 163.84 Rupees one Cum

breaking clods drssing with all Hundred

lead & lift from Borrow area with And Eighty

all Lead & Lift. Four Paise

3 4796.00 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 5174.00 Rolling and Consolidation of Earth 23.18 Rupees Cum

Work in Layers with Power Roller Twenty

including filling in depresssion Three And

which occur during the process with Eighteen

all lead & lift.

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 2

to 50 Decimals)

5 1047.00 Construction of granular sub-base by 1346.93 Rupees one Cum

providing well graded material for Thousand

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

9.50 mm 50%, 9.50mm to 2.36mm Hundred

20%, 2.36 below 36%)including Fourty Six

spreading in uniform layers with And ninety

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 Specifi-cation Clause

For Grading 1 Material.

6 486.00 Providing & laying comp-acted WBM 1793.62 Rupees one Cum

of Grading-I MCBT metal of size 90 Thousand

to 45mm in required layers including Seven

using 27% stone screening, 13.2mm Hundred

size and 8% stone dust as filler ninety Three

including spreading watering & And Sixty

consolidation by vibratory roller etc.

7 728.00 Providing &laying compacted WBM 1761.72 Rupees one Cum

of Grading-II MCBT metal of size 45 Thousand

to 63mm in required layers Seven

include.using 16% stone Hundred

screening,13.2 mm size and 8% Sixty one

stone dust as filler including And Seventy

spreading watering & consolidation

by vibratory roller etc. comp.

8 120.00 Providing and laying Compacted of 483.54 Rupees Cum

Specified Hard Murrum in side Four

shoulder / Raise Up inclu.carraige of Hundred

material and spreading on prepared Eighty Three

base including compacting as per And Fifty

MOST Specification etc... complete. Four Paise

9 4763.00 Providing and laying evenly Tack 21.44 Rupees Sqm

Coat using Rapid Setting Emulsion Twenty one

( RS -1 ) material at the Rate of And Fourty

4.00 Kg / 10 Sqm. On road surface Four Paise

using emulsion Pressure sprayer Only

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

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 2

to 50 Decimals)

10 4500.0 Providing and laying evenly Tack 13.64 Rupees Sqm

Coat using Rapid Setting Emulsion Thirteen

( RS -1 ) material at the Rate of And Sixty

2.50 Kg / 10 Sqm. On road surface

using emulsion Pressure sprayer

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

11 338.00 Providing & laying bituminius spray 2258.26 Rupees Two M.T.

grout base course in 37.50 mm Thousand

thick with bitumen of grade ( VG- Two

30 ) at the rate of 1.99 % by weight

of mix for mixing & using B.T chips And Twenty

of required gradation including Six Paise

cleaning and heating asphalt Only

premix materials by hot mix

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.

12 251.00 Providing laying and rolling 25 mm 2908.77 Rupees Two M.T.

thick open graded premixed Thousand

bitumineous carpet with B.T. Nine

aggregate as specified and using Hundred

bitumen grade (VG-30) for mixing

with agreegate at the rate of 3.36 % Seven

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

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.

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 2

to 50 Decimals)

13 129.00 Providing and laying seal coat with 3405.06 Rupees M.T.

B.T. agreegate as specified using Three

agreegate at the rate of 0.18 Cu.mt Thousand

/10 Sq.M.and bitumen for mixing Four

with agreegate at the rate of 4.50 %

i.e 45 Kg / M. T.of total mix Six Paise

including heating and mixing in Only

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 specification.

14 2.00 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.

15 5.00 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

16 54.00 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 Three

Fixing in C.C. 1:5:10

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 2

to 50 Decimals)

17 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.

18 2.00 Citizen's Information board - 20917.10 Rupees Nos.

Providing and Fixing of Typical Twenty

M.M.G.S.Y. Grant information Thousand

boardas per instruction . Two MS

plate of 1.60 mm thick of 900 mm x

750 mm size fixed at top & Botom And Ten

duly Welded wth M.S. angles of 25 Paise Only

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 - 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

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 2

to 50 Decimals)

19 6.00 Village Name Sign:-Providing 5045.36 Rupees Five No.

&fixing sign boards made out of Thousand

2mm alumi-nium sheet / 4mm ACP Fourty Five

(Aluminum composite Panel); size And Thirty

90x60 cms. rectangular as per Six Paise

design 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

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

Cms. for each leg including

excavation, curing etc.complete

under the supervision of engineer in

charge. (A) 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 2

to 50 Decimals)

20 2.00 Direction (Junction) Sign:- 14831.71 Rupees No.

Providing & fixing sign boards made Fourteen

out of 2mm aluminium sheet / 4mm Thousand

ACP (Alumi-nium composite Eight

Panel);size 244x 122 cms. Hundred

rectangular as per design of IRC-67-

2012. Pre treated with phospheting

process &acid etching; coated with

one coat of epoxy primer &two

coatsof best quality epoxy

paint;reflectorised with High

IntensityPrismaticGrade 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

x75x6mm / 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 (

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 2

to 50 Decimals)

21 10.00 Cautionary Warning Sign :- 3808.66 Rupees No

Providing and fixing sign boards Three

made out of 2mmaluminium sheet / Thousand

4mm ACP (Aluminum composite Eight

Panel);size 90 x 90 x 90 cms. Hundred

equilateral triangle as per design of

IRC-67-2012.Pre treated with phos-

pheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best 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 60 Cms. for each leg including

excavation, curing etc.comp.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 2

to 50 Decimals)

22 2.00 Distance Informatory / Destination 10926.57 Rupees Ten No

Sign :-Providing and fixing sign Thousand

boards made out of 2mm aluminium Nine

sheet / 4 mm ACP(Aluminum Hundred

composite Panel); size 180x120 Twenty Six

cms.rectangular as per design of

IRC-67-2012. Pre treated with

phospheting process & acidetching;

coated with one coat of epoxy primer

and two coats of best 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 6 mm

/ 65NB Circular MS Pipe as required

frame fabricated 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. 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 2

to 50 Decimals)

23 14.00 Hazard Marker Sign :-Providing and 2423.74 Rupees Two No

fixing sign boards made out of Thousand

1.5mm aluminium sheet / 3mm ACP Four

(Alumi-num composite Panel); size Hundred

90x30 cms. rectangular as per Twenty

design 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 with

High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 asper

ASTM D-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. )

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 2

to 50 Decimals)

24 271.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with Three

reflectorising glass beads on bitumin Hundred

surface providing and laying a hot Sixty Seven

applied thermoplastic compound 2.5 And Seventy

mm thick including reflectorising Two Paise

glass beads @ 250gms per sqm

area, thickness of 2.5mm is

excluding of surface applied glass

beds as per IRC:35-2015. 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.

25 416.00 Cat Eye / Road Stud / RPM: 217.40 Rupees Two No

Supplying Raised Pavement Hundred

Markers made of polycarbonate Seventeen

and ABS moulded body and And Fourty

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

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 2

to 50 Decimals)

26 353.00 Excavation for foundation in sand, 523.28 Rupees Five Cum

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Twenty

dewatering as necessary and Three And

disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and Only

lead upto 100m for 10 Cum

27 88.00 Excavation in large boulders and 733.62 Rupees Cum

soft rock by welding including Seven

shoring, strutting and dewatering as Hundred

necessary and disposing of the Thirty Three

excavated stuff as directed.

28 35.00 Excavation in hard rock by dry-wet 882.39 Only

blasting &chiselling incl.dewatering Eight

preparing foundation base by Hundred

proper benching and stepping and Eighty Two

disposing of the excavated stuff as

directed.(A) General blasting Only

29 1.00 Diversion of water course / pro 7575.00 Rupees No

viding cofferdam & bund or island Seven

as may be necessary for f 'ndation Thousand

and maintainiing the same for the Five

period as may be necessary ( A)

Diversion By Channell (i) Abutment Five Only

Right inclueding Wing Walls

30 1.00 Diversion of water course / pro 8585.00 Rupees No

viding cofferdam & bund or island Eight

as may be necessary for f 'ndation Thousand

and maintainiing the same for the Five

period as may be necessary ( A)

Diversion By Channell (i) For Piers. Only

31 48.00 Providing and fixing mild steel 450.07 Rupees Rmt

dowel bars of minimum 32mm dia. Four

for anchoring by drilling holes in Hundred

foundation strata including Fifty And

necessary bending, hooking of

dowel bars and grouting the holes

complete as per detailed drawing

and as directed.

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 2

to 50 Decimals)

32 51.00 Providing & filling in found-ation 3581.32 Rupees Cum

with ordinary cement concrete M- Three

150 mix and providing necessary Thousand

vertical pin headers including

formwork, vibrating, ramming and Eighty one

curing complete. And Thirty

33 614.00 Providing and casting in situ 4263.10 Rupees Cum

ordinary cement concrete M.- Four

200 mix and Providing Thousand

necessary pinheaders incl. Two

Shuttering scaffolding laying

vibrating curingand finishing And Ten

complete. without v -Grooves (A) Paise Only

Ht from 0.0 M to 5.0 M.

34 76.00 Providing and casting in situ 4770.14 Rupees Cum

ordinary cement concrete M.- Four

200 mix and Providing Thousand

necessary pinheaders incl. Seven

Shuttering scaffolding laying

vibrating curingand finishing And

complete. without v -Grooves (A) Fourteen

Ht from 5.0 M to 10.0 M. Paise Only

35 655.00 Providing and Filling Sand around 478.82 Rupees Cum

the Pipe and Between Head Walls Four

in layers as directed Hundred

36 178.00 Providing and Laying filter media 1268.86 Rupees one Cum

600 mm thick as directed at the Thousand

back of Abutments and wing walls Two

as per detailed Specifica-tion Hundred

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 2

to 50 Decimals)

37 11.00 Providing and Casting in situ 5176.77 Rupees Five Cum

Controlled cement concrete M - 250 Thousand

mix for R.C.C. Works in Pier Cap one

abutment & dirt wall inclu.

controlled cement concrete M-300 And Seventy

bed block or pedastal of required Seven

size below bearing asper detailed Paise Only

drawing,centering scaf-folding whe

rever necesary laying vibrating

curing &finishing comp.

38 6.00 Providing&fixing in position Mild 341.29 Rupees No

Steel Dowel Bar in pier Cap or Three

Abutments Caps for anchorage in Hundred

fix end asper detailed drawing incl. Fourty one

Cutting, bending and welding.

39 6.00 Providing & fixing in position Mild 399.70 Rupees No

Steel Dowel Bar in pier Cap or Three

Abutments Caps for anchorage in Hundred

free end as per detailed drawing ninety Nine

incl. Cutting, bending and welding.

40 32.00 Providing and Casting in situ 5243.88 Rupees Five Cum

Controlled Cement Concrete M. - Thousand

250 for R.C.C. Solid slab inclu. Two

centering scaffolding curing and

finishing comp And Eighty

41 5.30 Providing & casting in situ 5171.04 Rupees Five Cum

Controlled Cement Conc-rete M- Thousand

250 for average 75 mm thick one

wearing coat laid as directed

incl.finishing curing etc. complete And Four

and filling in joints with bitumen Paise Only

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 2

to 50 Decimals)

42 25.00 Providing and casting in situ 5029.20 Rupees Five Cum

Controlled cement concrete M - Thousand

250 for Approach Slab including Twenty Nine

Form Work curing and Finishing And Twenty

43 184.00 Providing and Laying weep holes in 88.76 Rupees No

Abbutment and Returns by using Eighty Eight

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

Laying in proper grade and joining Six Paise

etc. comp.as per detailed

44 12.720 Providing & Laying TMT Bar FE- 73588.12 Rupees M.T.

500D Reinforcement including Seventy

Cutting bending hooking and tying Three

complete as per detailed drawing Thousand

for Piers, Abutments and Returns.,

R.C.C. Solid Slab, Approach Slab & Eighty Eight

R.C.C. Road. Etc. Complete. And Twelve

45 2.00 Providing and fixing Marble Slab 840.49 Rupees No

including Engraving & Paint ing Eight

complete. Size 60 cm x 45 cm x 40 Hundred

46 29.00 Providing 12 mm thick pre-moulded 703.53 Rupees Sqmt

asphalt filler Joints as per Drawing. Seven

47 6.00 Provding C.I.100mm diameter 904.61 Rupees No

water spouts inclu. necessary iron Nine

gratings as per drawings. Hundred

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 2

to 50 Decimals)

48 2.00 Providing and fixing sign board made 3808.66 Rupees No

out of 2 mm aluminium sheet size 90 Three

x 90 cms. equilateral traiangle as per Thousand

design of I.R.C. 67-1977 preferred Eight

with phosphering proess and acid Hundred

etching , coated with one coat of Eight And

epoxy primer and two coats of best

quality epoxy paint, reflectorised with

retro reflective sheeting as per latest

M.O.S.T. Specifi-cation :3:1 m. long.

Stand Post and frame fabricated

from suitable size iron and angle of

required , painted with best quality

epoxy coatings in black and white

bend. the details of symbol for each

board shall be as per the instruction

of engineer in charge. The fixing at

site shall be in C.C.1:2:4 c.c. Block

of size 45 x45 x 60 cms. for each

leg. incl. excavation, curing etc.

complete under the supervision of

engineer in charge.(A} Engineer

49 34.30 Providing and filling in foundation 3211.27 Rupees Cum

with ordinary Cement concrete M- Three

100 mix &providing necessary

vertical pin headers inclu. Hundred

formwork, vibrating, ramming and Eleven And

curing complete. Twenty

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 2

to 50 Decimals)

50 2.00 Diversion sign board :-Providing & 6798.92 Rupees Six No

Fixing sign boards made out of 2mm Thousand

aluminium sheet, size 180 x 60 cms. Seven

rectangle as per the attached Hundred

drawing pre treated with phospheting ninety Eight

process & acid etching. coated with

one coat of epoxy priemr and two

coats of best quality epoxy paint

reflectorised with retro reflective

sheeting as per latest M.O.S.T.

Specifications; Letters and numerals

should be as per IRC-30-1968,3.1m

long (2nos) stand post and frame

fabricated from iron angle of

35x35x3mm, 50x50x5mm painted

with best quality epoxy coatings in

blak and white bends. The fixing at

site shall be in 1:2:4 CC block of size

45 x 45x 60cms for each leg,

including excavation curing etc.

complete under the supervision of

engineer in charge.(A) Engineer

51 2.00 Danger Plate Sign :-Providing & 513.02 Rupees Five No

fixing sign board made out of 2mm Hundred

aluminium sheet, size 30cms Thirteen

diameter circle, pretreated with And Two

phosp-heting process & acid

etching, painted with one coat of

epoxy primer & two coats of best

quality epoxy paint reflectorised

with retro reflective sheeting as per

latest M.O.S.T. specifica-tions (As

per attached draiwng) (A) Engineer

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 2

to 50 Decimals)

52 2.00 STOP SIGN:-Providing and fixing 4676.06 Rupees No

sing boards made out of 2mm Four

aluminium sheet; size 90 x 90cms. Thousand

rectangle as per the design of IRC-

67-1977 pre treated with

phospheting process & acid Paise Only

teching;coated with one coat of

epoxy primer and two coats of best

quality epoxy paint; reflectorised

with retro refiective sheeting as per

latest M.O.S.T. Specific-ations;

3.1m long stand post & frame

fabricated from suitable size iron

angle of 35 x 35 x 3mm

75x75x6mm as required; painted

with best quality 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 block of size 45 x 45 x

60cms. for each leg. incl.

excavation curing tec. comp.under

the supervision of engineer in

charge.(A) Engineer Grade (VR).

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 2

to 50 Decimals)

53 4.00 Chevron sign :-Providing and fixing sign 3711.75 Rupees N0

boards made out of 1.5mm aluminium Three

sheet / 3mm ACP (Aluminum composite Thousand

Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer and Eleven And

two coats of best quality epoxy paint ; Seventy

reflectorised with High Intensity Prismatic Five Paise

Grade retro refiective sheeting of Type-4 as Only

per ASTM D-4956 and latest M.O.S.T.

Specifica -tions; 3.3 mtr 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 of35x35x3mm;

painted with bestquality epoxy coatings in

black and white bends. the details of

symbol or inscription / numerals 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.complete under the supervision

of engineer in charge. A warranty for

years for the Retro reflective sheeting from

original manufacturer & a certified copy of

year outdoor exposure test report from third

party test lab for the product offered shall

be submitted by contractor. (A) Class-B

Type-4 Retro Reflective sheeting

54 10.00 Supplying & fixing reinforced 2706.60 Rupees Two Rmt

concrete heavy duty non-pressure Thousand

pipes with collars for culverts Seven

carrying heavy traffic as per IS 458- Hundred

1991 specifications incl.setting the

pipes in C.M.1:2 watering & laying Only

(to level or slopes) of class NP4 of

following internal daimeters. (iii)

55 245.00 Excavation for foundation up to 1.5 273.29 Rupees Two Cum

M Depth including sorting out and Hundred

stacking of useful materials and Seventy

disposing of the excavated stuff up Three And

to 50 meter lead (B) Dense Or Hard

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 2

to 50 Decimals)

56 180.00 Providing and casting in situ 3787.50 Rupees Cum

ordinary cement concrete M.- Three

150 mix and Providing Thousand

necessary pinheaders incl. Seven

Shuttering scaffolding laying

vibrating curingand finishing Seven And

complete. without v -Grooves (A) Fifty Paise

Ht from 0.0 M to 5.0 M. Only

57 75.00 Supplying & fixing reinforced 4710.56 Rupees Rmt

concrete heavy duty non-pressure Four

pipes with collars for culverts Thousand

carrying heavy traffic as per IS 458- Seven

1991 specifications incl.setting the

pipes in C.M.1:2 watering & laying Fifty Six

(to level or slopes) of class NP4 of Paise Only

following internal daimeters. (iii)

58 140.00 Providing and fixing Guard Stone 350.80 Rupees No

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

white washing etc.complete.(I) Hundred

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

59 6.00 Providing and Fixing 20cm x 15 x 279.69 Rupees Two No

2.50 cm. thick year plate of marble Hundred

stone set in cm 1:4 incl.finishing Seventy

and engraving letters etc Nine And

60 6.00 Providing and fixing Number plate 306.14 Rupees No

of marble stone set in cm 1:4 Three

including finishing and engraving Hundred

letters etc. comp. Six And

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 2

to 50 Decimals)

61 6.00 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

62 229.00 White washing with lime on wall 18.99 Rupees Sqm

surface (three coats) to give an even Eighteen

shade including thoroughly booming the And ninety

surface to remove all dirt, dust; mortar Nine Paise

drops and other foreign matter. Only

Total Amount Rs.

Total Amount Rs.

Rupees One Crore Forty Lacs Eighty One Thounsand Seven Hundred Eighteen & Seventy Three

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. 14081718.73 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 2

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.