Constructing Saribar School Faliya to Khaman Nal Road ( V.R / Non Plan ) Taluka-Dediapada District-Narmada K.M. 0/0 to 2/ 50

Name of Work :-

Constructing Saribar School Faliya to Khaman Nal Road. ( V.R. / N. P. )Tal:-

Dediapada. District:- Narmada ( K.M. 0/0 to 2 / 50 )

BILL O F Q U A N T I T I E S.

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

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

up Fig. ) ( Up To 2

to 50 Decimals)

1 0.89 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 1116.00 Earthwork in Embankment inclu. 161.67 Rupees Cum

breaking clods drssing with all lead one

& lift from Borrow area with all Lead Hundred

& Lift. Sixty one

3 2267.00 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 2023.00 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 1505.00 Construction of granular sub-base 1294.07 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 Two

2.36mm 20%, 2.36 below Hundred

36%)including spreading in uniform ninety Four

layers with motor grader on And Seven

prepared surface, mixing by mix in Paise Only

place method with rotavator at

OMC, and compacting with smooth

wheel roller to achieve the desired

density, complete as per Technical

Specifi-cation Clause 401. For

Grading 1 Material.

6 904.00 Providing & laying comp-acted 1700.94 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 And ninety

spreading watering & consolidation Four Paise

by vibratory roller etc. comp. Only

7 1255.00 Providing &laying compacted WBM 1705.81 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 Five And

spreading watering & consolidation Eighty one

by vibratory roller etc. comp. Paise Only

8 223.00 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 8363.00 Providing and laying evenly Tack 21.51 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 one Paise

using emulsion Pressure sprayer Only

including the cost of all labour

Material , heating , Mchinery &

Equipment etc. comp.

10 8363.0 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.

11 628.00 Providing & laying bituminius spray 2222.23 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 Twenty

cleaning and heating asphalt Two And

premix materials by hot mix Twenty

process in proper gradation and Three

laying with paver finisher and Paise 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)

12 440.00 Providing laying and rolling 25 mm 2892.96 Rupees M.T.

thick open graded premixed Two

bitumineous carpet with B.T. Thousand

aggregate as specified and using Eight

bitumen grade (VG-30) for mixing Hundred

with agreegate at the rate of 3.36 % ninety Two

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.

13 226.00 Providing and laying seal coat with 3392.16 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 Three

with agreegate at the rate of 4.50 % Hundred

i.e 45 Kg / M. T.of total mix ninety Two

including heating and mixing in And

drum mix plant and spreading the Sixteen

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 11.00 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

16 113.00 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 6.00 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 8.00 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 12.00 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)

24 488.00 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.

25 388.00 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)

26 269.00 Excavation for foundation up to 1.5 275.88 Rupees Cum

M Depth including sorting out and Two

stacking of useful materials and Hundred

disposing of the excavated stuff up Seventy

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

Soil. Eighty Eight

27 87.20 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

28 185.00 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

29 135.00 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 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

30 360.00 Providing and Filling Sand around 478.82 Rupees Cum

the Pipe and Between Head Walls Four

in layers as directed 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)

31 5.610 Providing & Laying TMT Bar FE- 73858.69 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 & Fifty Eight

R.C.C. Road. Etc. Complete. And Sixty

32 182.00 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

33 6.00 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

36 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

35 6.00 Providing and Maintaining of 4208.33 Rupees No

diversion for traffic during the work Four

in progress till comple-tion of work Thousand

incl.providing red lamps and Two

necessary sign board. Hundred

36 314.00 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.

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 57.00 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

38 148.00 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

39 65.00 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

40 209.00 Providing and casting in situ 4157.16 Rupees Cum

ordinary cement concrete M.- Four

200 mix and Providing Thousand

necessary pinheaders incl. one

Shuttering scaffolding laying Hundred

vibrating curingand finishing Fifty Seven

complete. without v -Grooves (A) And

Ht from 0.0 M to 5.0 M. Sixteen

41 66.00 Providing and laying rubble for 1092.52 Rupees one Cum

appron (each stone weighting not Thousand

less than 40Kg.) including and ninety Two

packing and filing in the interestices And Fifty

with quarry-spalls. ( More than

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 17.30 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

Total Amount Rs.

Total Amount Rs.

Rupees One Crore Forty Lacs Fifty Two Thounsand Eight Hundred Ninety Seven & Eighty one 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.

The Cost of My / Our Tender Works out as Under

Amountt Put To Tender Rs. 140,52,897.81 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.

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)

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.