Constructing Mathasar Maski Faliya Road ( V.R / Non Plan ) Taluka-Dediapada District-Narmada K.M. 0/0 to 2/00

Name of Work :-

Constructing Mathasar Maski Faliya Road. ( V.R. / N. P. )Taluka:-Dediapada.

District:- Narmada ( K.M. 0/0 to 2/ 00 )

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 0.80 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 & Four

disposal of unservicable material Hundred

(A) By manual means in area of Fifty Five

light jungle. And Nine

2 3812.00 Earthwork in Embankment inclu. 165.38 Rupees Cum

breaking clods drssing with all lead one

& lift from Borrow area with all Lead Hundred

& Lift. Sixty Five

3 5161.00 Earthwork in cuting in all sorts of 112.02 Rupees Cum

soil and soft murrum inclu. one

conveying and spreading the stuff, Hundred

uin Spoil Bank maintainning Twelve

minimum distance of five Mt. And Two

between top edge of Cutting and Paise Only

toe of Spoil bank.

4 5876.00 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. 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)

5 1614.00 Construction of granular sub-base 1348.04 Rupees Cum

by providing well graded material one

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

to 9.50 mm 50%, 9.50mm to Three

2.36mm 20%, 2.36 below Hundred

36%)including spreading in uniform Fourty

layers with motor grader on Eight And

prepared surface, mixing by mix in Four Paise

place method with rotavator at Only

OMC, and compacting with smooth

wheel roller to achieve the desired

density, complete as per Technical

Specifi-cation Clause 401. For

Grading 1 Material.

6 810.00 Providing & laying comp-acted 1770.45 Rupees Cum

WBM of Grading-I MCBT metal of one

size 90 to 45mm in required layers Thousand

including using 27% stone Seven

screening, 13.2mm size and 8% Hundred

stone dust as filler including Seventy

spreading watering & consolidation And Fourty

by vibratory roller etc. comp. Five Paise

7 1231.00 Providing &laying compacted WBM 1770.80 Rupees Cum

of Grading-II MCBT metal of size one

45 to 63mm in required layers Thousand

include.using 16% stone Seven

screening,13.2 mm size and 8% Hundred

stone dust as filler including Seventy

spreading watering & consolidation And Eighty

by vibratory roller etc. comp. Paise Only

8 200.00 Providing and laying Compacted of 483.54 Rupees Cum

Specified Hard Murrum in side Four

shoulder / Raise Up inclu.carraige Hundred

of material and spreading on Eighty

prepared base including Three And

compacting as per MOST Fifty Four

Specification etc... complete. 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)

9 8026.00 Providing and laying evenly Tack 21.52 Rupees Sqm

Coat using Rapid Setting Emulsion Twenty one

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

4.00 Kg / 10 Sqm. On road surface Two Paise

using emulsion Pressure sprayer Only

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

10 7500.0 Providing and laying evenly Tack 13.63 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 Three

using emulsion Pressure sprayer Paise Only

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

11 563.00 Providing & laying bituminius spray 2249.24 Rupees M.T.

grout base course in 37.50 mm Two

thick with bitumen of grade ( VG- Thousand

30 ) at the rate of 1.99 % by weight Two

of mix for mixing & using B.T chips Hundred

of required gradation including Fourty Nine

cleaning and heating asphalt And

premix materials by hot mix Twenty

process in proper gradation and Four Paise

laying with paver finisher and Only

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 UNIT Amount up to (

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

up Fig. ) ( Up To 2

to 50 Decimals)

12 422.00 Providing laying and rolling 25 mm 2919.96 Rupees M.T.

thick open graded premixed Two

bitumineous carpet with B.T. Thousand

aggregate as specified and using Nine

bitumen grade (VG-30) for mixing Hundred

with agreegate at the rate of 3.36 % Nineteen

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

including heating and mixing in Six Paise

drum mix plant and spreading the Only

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.

13 217.00 Providing and laying seal coat with 3419.13 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 % Hundred

i.e 45 Kg / M. T.of total mix Nineteen

including heating and mixing in And

drum mix plant and spreading the Thirteen

same with paver finisher and Paise Only

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 3.00 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. Thirty

complete. Three

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)

15 8.00 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 90.00 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

17 2.00 Providing & fixing logo board of 4084.44 Rupees No

M.M.G.S.Y..GRANT / Vanbandhu Four

grant as per standard design of Thousand

National Rural Road Developoment Eighty Four

Agency diamond size 600 x 600 And Fourty

mm, 1.50mm thick plate & board Four Paise

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.

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)

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 Nine

plate of 1.60 mm thick of 900 mm x Hundred

750 mm size fixed at top & Botom Seventeen

duly Welded wth M.S. angles of 25 And Ten

x 25 x 5 m thick plate shall be Paise Only

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 4.00 Village Name Sign:-Providing 5045.36 Rupees No.

&fixing sign boards made out of Five

2mm alumi-nium sheet / 4mm ACP Thousand

(Aluminum composite Panel); size Fourty Five

90x60 cms. rectangular as per And Thirty

design of IRC-67-2012. Pre treated Six Paise

with phospheting process &acid Only

etching;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 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 super vision 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- Thirty one

2012. Pre treated with phospheting And

process &acid etching; coated with Seventy

one coat of epoxy primer &two one Paise

coatsof best quality epoxy Only

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 12.00 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 Eight And

IRC-67-2012.Pre treated with phos- Sixty Six

pheting process & acid etching; Paise Only

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 No

Sign :-Providing and fixing sign Ten

boards made out of 2mm aluminium Thousand

sheet / 4 mm ACP(Aluminum Nine

composite Panel); size 180x120 Hundred

cms.rectangular as per design of Twenty Six

IRC-67-2012. Pre treated with And Fifty

phospheting process & acidetching; Seven

coated with one coat of epoxy primer Paise Only

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 18.00 Hazard Marker Sign :-Providing and 2423.74 Rupees No

fixing sign boards made out of Two

1.5mm aluminium sheet / 3mm ACP Thousand

(Alumi-num composite Panel); size Four

90x30 cms. rectangular as per Hundred

design of IRC-67-2012. Pre treated Twenty

with phospheting process &acid Three And

etching;coated with one coat of Seventy

epoxy primer and two coats of best Four Paise

quality epoxy paint;reflectorised with Only

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)

24 439.00 Road marking with hot applied 367.72 Rupees Sqm

thermoplastic paints with Three

reflectorising glass beads on Hundred

bitumin surface providing and Sixty

laying a hot applied thermoplastic Seven And

compound 2.5 mm thick including Seventy

reflectorising glass beads @ Two Paise

250gms per sqm area, thickness of Only

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

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.

25 398.00 Cat Eye / Road Stud / RPM: 217.40 Rupees No

Supplying Raised Pavement Two

Markers made of polycarbonate Hundred

and ABS moulded body and Seventeen

reflective panels with Micro And Fourty

prismatic lens (No Glass bead lens) Paise Only

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)

26 180.00 Type - A, "W" : Metal Beam Crash 3496.62 Rupees Rmt

Barrier (Providing and erecting a Three

"W" metal beam crash barrier Thousand

comprising of 3 mm thick Four

corrugated sheet metal beam rail, Hundred

70 cm above road/ground level, ninety Six

fixed on ISMC series channel And Sixty

vertical post, 150 x 75 x 5 mm Two Paise

spaced 2 m centre to centre, 1.8 m Only

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)

27 684.00 Excavation for foundation in sand, 523.28 Rupees Cum

gravel, clay soft soils and murrum Five

etc. including shoring, strutting Hundred

dewatering as necessary and Twenty

disposing of the excavated stuff as Three And

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

lead upto 100m for 10 Cum Eight

28 191.00 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

excavated stuff as directed. Three And

29 83.00 Excavation in hard rock by dry-wet 882.39 Rupees Cum

blasting &chiselling incl.dewatering Eight

preparing foundation base by Hundred

proper benching and stepping and Eighty Two

disposing of the excavated stuff as And Thirty

directed.(A) General blasting Nine Paise

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)

30 2.00 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) Hundred

Diversion By Channell (i) Abutment Seventy

Right inclueding Wing Walls Five Only

31 2.00 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) Hundred

Diversion By Channell (i) For Piers. Eighty Five

32 96.00 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 Seven

dowel bars and grouting the holes Paise Only

complete as per detailed drawing

and as directed.

33 90.00 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 Five

formwork, vibrating, ramming and Hundred

curing complete. Eighty one

34 1082.00 Providing and casting in situ 4259.78 Rupees Cum

ordinary cement concrete M.- Four

200 mix and Providing Thousand

necessary pinheaders incl. Two

Shuttering scaffolding laying Hundred

vibrating curingand finishing Fifty Nine

complete. without v -Grooves (A) And

Ht from 0.0 M to 5.0 M. Seventy

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)

35 138.00 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 Hundred

vibrating curingand finishing Seventy

complete. without v -Grooves (A) And

Ht from 5.0 M to 10.0 M. Fourteen

36 1032.00 Providing and Filling Sand around 478.82 Rupees Cum

the Pipe and Between Head Walls Four

in layers as directed Hundred

37 389.00 Providing and Laying filter media 1268.86 Rupees Cum

600 mm thick as directed at the one

back of Abutments and wing walls Thousand

as per detailed Specifica-tion Two

38 22.00 Providing and Casting in situ 5176.77 Rupees Cum

Controlled cement concrete M - 250 Five

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

abutment & dirt wall inclu. one

controlled cement concrete M-300 Hundred

bed block or pedastal of required Seventy Six

size below bearing asper detailed And

drawing,centering scaf-folding whe Seventy

rever necesary laying vibrating Seven

curing &finishing comp.

39 12.00 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. And 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)

40 12.00 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. And

41 64.00 Providing and Casting in situ 5243.88 Rupees Cum

Controlled Cement Concrete M. - Five

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

centering scaffolding curing and Two

finishing comp Hundred

42 10.60 Providing & casting in situ 5171.04 Rupees Cum

Controlled Cement Conc-rete M- Five

250 for average 75 mm thick Thousand

wearing coat laid as directed one

incl.finishing curing etc. complete Hundred

and filling in joints with bitumen Seventy

43 42.30 Providing and casting in situ 5029.20 Rupees Cum

Controlled cement concrete M - Five

250 for Approach Slab including Thousand

Form Work curing and Finishing Twenty

Complete. Nine And

44 358.00 Providing and Laying weep holes in 88.76 Rupees No

Abbutment and Returns by using Eighty

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

Laying in proper grade and joining Seventy

etc. comp.as per detailed Six Paise

Specification. 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)

45 26.410 Providing & Laying TMT Bar FE- 73616.71 Rupees M.T.

500D Reinforcement including Seventy

Cutting bending hooking and tying Three

complete as per detailed drawing Thousand

for Piers, Abutments and Returns., Six

R.C.C. Solid Slab, Approach Slab & Hundred

R.C.C. Road. Etc. Complete. Sixteen

46 4.00 Providing and fixing Marble Slab 840.49 Rupees No

including Engraving & Paint ing Eight

complete. Size 60 cm x 45 cm x 40 Hundred

47 59.00 Providing 12 mm thick pre-moulded 703.53 Rupees Sqmt

asphalt filler Joints as per Drawing. Seven

48 12.00 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)

49 4.00 Providing and fixing sign board 3808.66 Rupees No

made out of 2 mm aluminium sheet Three

size 90 x 90 cms. equilateral Thousand

traiangle as per design of I.R.C. 67- Eight

1977 preferred with phosphering Hundred

proess and acid etching , coated Eight And

with one coat of epoxy primer and Sixty Six

two coats of best quality epoxy Paise Only

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 35 x 35 x 3 mm , 75 x

75 x6 mms 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

x45 x 60 cms. for each leg. incl.

excavation, curing etc. complete

under the supervision of engineer in

charge.(A} Engineer Grade.

50 88.00 Dismentaling the existing structure 952.51 Rupees No

include.removing and stacking the Nine

dismen-telled materials as and Hundred

where directed. (A) R.C.C. work Fifty Two

51 43.70 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 Hundred

curing complete. Eleven

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 4.00 Diversion sign board :-Providing 6798.92 Rupees Six No

& Fixing sign boards made out of Thousand

2mm aluminium sheet, size 180 x Seven

60 cms. rectangle as per the Hundred

attached drawing pre treated with ninety

phospheting process & acid Eight And

etching. coated with one coat of ninety Two

epoxy priemr and two coats of best Paise Only

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 Grade(VR)...

53 4.00 Danger Plate Sign :-Providing & 513.02 Rupees No

fixing sign board made out of 2mm Five

aluminium sheet, size 30cms Hundred

diameter circle, pretreated with Thirteen

phosp-heting process & acid And Two

etching, painted with one coat of Paise Only

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)

54 4.00 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- Six

67-1977 pre treated with Hundred

phospheting process & acid Seventy

teching;coated with one coat of Six And

epoxy primer and two coats of best Six Paise

quality epoxy paint; reflectorised Only

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)

55 8.00 Chevron sign :-Providing and fixing 3711.75 Rupees N0

sign boards made out of 1.5mm Three

aluminium sheet / 3mm ACP Thousand

(Aluminum composite Panel); size Seven

60x50cm rectangular as per design Hundred

of IRC-67-2012. Pre treated with Eleven

phospheting process & acid And

etching; coated with one coat of Seventy

epoxy primer and two coats of best Five Paise

quality epoxy paint ; reflectorised Only

with High Intensity Prismatic Grade

retro refiective sheeting of Type-4

as 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 60 Cms.

for each leg including excavation,

56 20.00 Supplying & fixing reinforced 2706.60 Rupees Rmt

concrete heavy duty non-pressure Two

pipes with collars for culverts Thousand

carrying heavy traffic as per IS 458- Seven

1991 specifications incl.setting the Hundred

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

(to level or slopes) of class NP4 of Sixty

following internal daimeters. (iii) Paise Only

57 297.00 Excavation for foundation up to 1.5 265.44 Rupees Cum

M Depth including sorting out and Two

stacking of useful materials and Hundred

disposing of the excavated stuff up Sixty Five

to 50 meter lead (B) Dense Or Hard And Fourty

Soil. Four Paise

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)

58 38.00 Excavation for foundation in hard 625.88 Rupees Six Cum

murrum and boulders and very stiff Hundred

or sticky, clays and other similar Twenty

strata including shoring and Five And

strutting and dewatering as Eighty

necessary and disposing of the Eight

excavated stuff as directed . Paise Only

59 22.00 Providing and Casting in situ 3953.31 Rupees Cum

Ordinary Cement Concrete M-200 Three

for R.C.C. Raft and cutt-off walls Thousand

including necessary shuttering Nine

laying, vibrating, ramming and Hundred

curing complete. Fifty Three

60 190.00 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 Hundred

vibrating curingand finishing Eighty

complete. without v -Grooves (A) Seven And

Ht from 0.0 M to 5.0 M. Fifty Paise

61 67.50 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 Hundred

pipes in C.M.1:2 watering & laying Ten And

(to level or slopes) of class NP4 of Fifty Six

following internal daimeters. (iii) Paise Only

62 131.00 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

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)

63 8.00 Providing and Fixing 20cm x 15 x 279.69 Rupees No

2.50 cm. thick year plate of marble Two

stone set in cm 1:4 incl.finishing Hundred

and engraving letters etc Seventy

.complete. Nine And

64 8.00 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

65 7.00 Providing and Maintaining of 3030.00 Rupees No

diversion for traffic during the work Three

in progress till comple-tion of work Thousand

incl.providing red lamps and Thirty Only

necessary sign board.

66 246.00 White washing with lime on wall 18.99 Rupees Sqm

surface (three coats) to give an Eighteen

even shade including thoroughly And ninety

booming the surface to remove all Nine Paise

dirt, dust; mortar drops and other Only

foreign matter.

Total Amount Rs.

Total Amount Rs.

Rupees Two Crore Thirty Five Lacs Fifty Thounsand Three Hundred Nineteen & Seventy Four Paise

Divisional Accountant Deputy Executive Engineer

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

Rajpipla Dediapada

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)

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. 235,50319.74 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.