OWR - MMGSY 2026 - 2027. , CONSTRUCTION OF - BODALA TO GILOSAN HARDESAN ROAD JOINNING ROAD. IN JOTANA TALUKA, DIST-MEHSANA.

OWR - MMGSY 2026 - 2027. , Construction Of - Bodala To Gilosan Hardesan Road

Joinning Road. In Jotana Taluka, Dist-Mehsana.

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and rate

Quantity Unit Rate In

No. reference to book of specifications)

1 Clearing and grubbing road land including uprooting rank 0.92 Hec 28455.08

vegetation grass bushes, shrubs, sapling and trees girth

up to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By mechanical

means in area of light jungle

2 Box cutting the road surface to proper slope and camber 98.00 Cum. 109.05

for making a base of road work including removing the

excavated stuff and depositing on the road side slops as

directed upto 50 mts. Lead.

3 Earthwork for embankment with selected earth CBR not 4469.00 Cum. 192.15

less than 6 including breaking clods, dressing with all lead

and lift (including watering and consolidation) (B) From

Borrow area with all lead and lift.

4 Filling available excavated earth (excluding rock)in 21.00 Cum. 136.92

trenches. plinth, sides of foundation setc. In layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

5 Rolling and consolidation using vibratory road roller 8 - 98.00 Cum. 33.09

10 tonne capacity (incl. watering)(A) Earth work (layer

not exceeding 200mm thickness)

6 Paroviding laying spreading and compacting 150mm 1285.00 Cum. 1357.44

thick granular sub base (G.S.B.) with specified material

MC BT Metal of size 53 to 26.5mm 35%, 26.5mm to

4.75mm 45% and below 2.36mm stone dust 20% mix

(Grade-I) having C.B.R. not less than 30 incl. mixing the

material at OMC at site and spreading in uniform layer

base and compacting with power roller to achieve the

desired density incl. all materials, labour and machinery,

lighting guarding, bracketing and maintenance of

diversion etc. complete as per MORT&H clause 401.12.50

7 Provdining and laying W.B.M of B.T.M.C metal of size 45 857.00 Cum. 2159.38

mm to 90 mm size including 0.27 Cu.m. stone screening

&0.08 Cu.M. stone dust as filler including spreading,

watering & consolidation by vibratory roller 80KN to

100KN static weight. 100 mm thick compected.

8 Provdining and laying W.B.M of B.T.M.C metal of size 45 1330.00 Cum. 2049.29

mm to 63 mm size including 0.12Cu.M. Stone Screeing

&0.08 Cu.M. stonedust as filler including spreading,

watering &consolidation by vibratory roller 80 KN to

KN static weight. 75mm thick compected each of two

9 Providing and laying 37.5mm thick bituminous grout base 595.00 MT 3091.61

course using M.C stone B.Tstone. as per gradation and

asphalt VG-30 for mixing 1.99% of mix i.e 19.90/MT by

weight including heating the asphalt and aggregate by hot

mix hot laid process using drum mix plant beaching,

spreading the same by paver finisher and consolidation

with vibratory roller including the cost of labour ,oil,

lubricants etc. using contractors own machineries and

plant including applying tack coat over WBM surface

10 Providing and laying 37.50 mm thick B.M. using M.C stone 655.00 MT 3911.73

B.T. stone. as per M.O.R.T. & H. specification & asphalt for

tack coat at the rate of 2.5 Kg./10 Sqm. with mechanical

sprayer & bitumen grade VG 30 for mixing at the rate of

34 Kg./M.T. i.e. 3.40% of total weight of mix including

heating the aggregate and asphalt in continuous batching

drum mix plant and spreading the same by paver finisher

and consolidation with vibratory roller including paving

all materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using contractor's

own machinery drum mix plant & paver finisher etc.

11 Providing and laying premix seal coat using B.T.chips ( 6 289.00 MT 4491.47

to 10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum.

aggregate / 1 M.T. mix and asphalt grade VG-30 at the

rate of 4.5% of mix i.e. 45 Kg./MT including heating the

asphalt and aggregate by continuous batching drum mix

plant, transporting the mixed material by tipper trcks and

spreading the same by paver finisher and consolidation

by vibratory roller of 80 to 100 KN static weight including

providing equipment, tools and plant, firewood

lubricants, kerosene, oil, labour charges using

contractor's own machineries drm mix palnt and paver

12 Demolition and disposal of unserviceable materials with 36.00 Cum. 1081.83

all lead and lift.(ii) R.C.C. work.

13 Excavation for foundation upto 1.5 m depth including 232.00 Cmt 122.99

sorting out and stacking of useful material and disposing

off the excavated stuff upto 50 m lead(A) Loose or soft

14 Excavation for foundation in sand, gravel, clay soft soils 540.00 Cmt 511.45

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m

15 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 225.00 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize)

and curing complate in Foundation & Plinth.

16 Providing & casting in situ ordinary cement concrete 1012.00 Cmt 3725.46

1:2:4 (1 cement : 2 Coarse sand : 4 machine crushed stone

aggregate 20mm nominal size) and providing necessary

pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-

Groves.(A) Height from 0.0 M. to 5.0 M.

17 Supplying and fixing reinforced concrete heavy duty non- 30.00 Rmt 3271.56

pressure pipes with collars for culverts including setting

and joining the pipes in cm. 1:2 watering and laying (To

level of slops) of I.S. 498/1971 Class NP 3 casted by

vertically vibrated technology of following internal

diameters. (v) 900 mm Dia

18 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 5516.63

pressure pipes with collars for culverts including setting

and joining the pipes in cm. 1:2 watering and laying (To

level of slops) of I.S. 498/1971 Class NP 3 casted by

vertically vibrated technology of following internal

diameters. (vii) 1200 mm Dia

19 Supplying and fixing reinforced concrete heavy duty non- 20.00 Rmt 2108.86

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 600 mm dia.

20 Supplying and fixing reinforced concrete heavy duty non- 20.00 Rmt 1462.01

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 450 mm dia.

21 Supplying and fixing reinforced concrete heavy duty non- 20.00 Rmt 1095.18

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (iv) 300 mm dia.

22 Providing and laying in position FE 500D TMT bar 6.77 MT 73858.69

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

23 Providing & laying weep hole in Aburtments, and returns 320.00 No. 151.10

by using PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including

laying in proper grade and jointing the completed as per

detailed specification.

24 Providing & Casting in situ Ordinary Cement Concrete 138.00 Cmt 4967.18

1:1.5:3 (1 cement : 1.5 Coarse sand : 3 machine crushed

stone aggregate 20mm nominal size) for C.C. road

including including tamping ,vibrating, finishing and

curing complete.Finishing the cement concrete road by

trimix process inclusive of labour charges for trimix

vacuum dewatering process on cement concrete road by

using vacuum dewatering pump, surface floater, surface

vibrator including channeling & making grooves & rough

finish to surface by providing expansion joints,

contraction joint & construction joints with fillings of

joints with asphalt filler as per direction by engineer

incharge & as per specification.

25 Providing and fixing Indicator stone of RCC Type Design 46.00 No 487.92

as per I.R.C. type design including white washing etc.

complete. (I) Fixing in CC 1:5:10

26 Providing and fixing Hectometer as per I.R.C. type design 9.00 No 356.50

including painting, lettering etc. complete.(i) Fixing in

27 Providing and fixing Ordinary Kilometer Stone of precast 2.00 No 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including painting,lettering etc.

complete (For O.D. road V.R.)

28 Citizen's Information Board - Providing and fixing of 1.00 No 9860.63

typical Project information board as per instruction. Two

ACP Sheets of 3 mm thick, of 900 mm x 750 mm size fixed

at top & bottom duly rivetted with MS angles of 25 x 25 x

5 mm thick M.S. angles shall be welded by two vertical

M.S. angle shall be welded by two vertical M.S. angle of

mm thick to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15 grade

blocks of 60 x 60 x 75 Cm, below ground level. The letters

& figure of any shade reflectorised with High Inensity

Prismatic Grade Retro Reflective Sheeting of Type-4 as

per ASTM D-4956 and latest MORTH specifications; All

section of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per drawing

Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B

High intensity Grade Retro Reflective sheeting.

29 Providing and fixing Logo Board of Project diamond size 1.00 No 2393.70

(600 x 600mm) 16 gauge & board plate size (900 x

mm) 16 guage thick M.S. Plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size including fitting in CC

Block CC 1:2:4, 30 x 30 x 85 Cm including necessary

excavation, painting, lettering with luminious colour as

per drawing etc.

30 Cautionary Warning Sign / Give Way Sign :-Providing and 5.00 No 3906.19

fixing sing boards made out of 4mm ACP (Aluminium

Composite Panel); size 90 x 90 x 90 cms. equilateral

triangle as per 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

refiective sheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; 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 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

31 Distance Informatory / Destination Sign :-Providing and 2.00 No 18254.19

fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 180x120

cms. rectangular as per 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

ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2

Nos.) 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 of 50 x 50 x 5mm; 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.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

32 STOP Sign :-Providing and fixing sing boards made out of 4.00 No 6704.36

4mm ACP (Aluminium Composite Panel); size 90 cms.

Octagonal as per 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

refiective sheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; 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 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

33 Providing and Fixing Village Name sing board having both 5.00 No 6397.43

side covered with 4mm ACP Sheet size 90x60 cms

rectangular with message as per the design, pretreated

with phospheting process & acid etching with one coat of

epoxy primer and two coats of best quality epoxy paint,

reflectorised with High Intensity Micro Prismatic Grade

Type-IV retro reflective sheeting as per the IRC 67 and

latest MOST Specifications; 3.1mtr long stand post of Iron

angle 75 x 75 x 6 mm and frame fabricated from suitable

Square Hollow Section of 40x40x2.6mm, as required,

painted with best quality epoxy coating in black and

white bends. The details of the letters/symbols for board

shall be screen printed on both the side of the board with

approved color as per design and as directed by

manufacturer of the retro reflective sheeting and

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

34 Chevron Sign :-Providing and fixing sing boards made out 16.00 No 3711.75

of 3mm ACP (Aluminium Composite Panel); size 60x45

cm rectangular as per 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 reflective sheeting of Type-4 as per ASTM D-4956

and latest MOST Specifications; 3.1mtr long stand post of

Iron Angle 75 x 75 x 6 mm as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with best quality 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

block of size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer shall be

submitted by contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

35 Hazard Marker Sign :-Providing and fixing sing boards 8.00 No 3518.69

made out of 3mm ACP (Aluminium Composite Panel); size

90x30 cm rectangular as per 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 reflective sheeting of Type-4 as per

ASTM D-4956 and latest MOST Specifications; 1.8mtr

long stand post of Iron Angle 75 x 75 x 6 mm as required

and frame fabricated from suitable size iron angle of 35 x

35 x 3mm; 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

x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting

from original manufacturer shall be submitted by

contractor. (A) Class-B High Intensity Grade Retro

Reflective Sheeting

36 Caution Dip Sign :-Providing and fixing sing boards made 2.00 No 3906.19

out of 3mm ACP (Aluminium Composite Panel); size

80x60 cm rectangular as per 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 reflective sheeting of Type-4 as per

ASTM D-4956 and latest MOST Specifications; 1.8mtr

long stand post of Iron Angle 75 x 75 x 6 mm as required

and frame fabricated from suitable size iron angle of 35 x

35 x 3mm; 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

x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting

from original manufacturer shall be submitted by

contractor. (A) Class-B High Intensity Grade Retro

Reflective Sheeting

37 Flood Guage Sign :-Providing and fixing sing boards made 2.00 No 3030.00

out of 3mm ACP (Aluminium Composite Panel); size

40x200 cms. Rectangular as per 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 reflective sheeting of Type-4 as per

ASTM D-4956 and latest MOST Specifications; frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

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 60 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 shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

38 Regulatory/Mandatory signs :-Providing and fixing sing 5.00 No 3540.12

boards made out of 4mm ACP (Aluminium Composite

Panel); size 60 cms dia Circle as per 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 reflective sheeting of

Type-4 as per ASTM D-4956 and latest MOST

Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6 mm as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; 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 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

39 Road Marking with Hot Applied Thermoplastic Paints 463.00 Sqm. 367.72

with reflectorising glass beads on bitumin surface.

Providing and laying a hot applied thermoplastic

compound 2.5 mm. thick including reflectorising glass

beads @ 250 gms per sqm. area, Thickness of 2.5 mm is

exclusive of surface applied glass beads 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 liminanance coefficient on

cement road shall be min. 130 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 of reflectorising for

3 (three) years.

40 Supplying & Fixing CATSEYE (Stimsonite) made out from 384.00 No 375.72

Acrylo butyle styrene high compression injection

moulding with reflector made of MMC (Prismatic type of

size 12 cm x 6 cm x 2.5 cm)providing with bituminious

adhesive 100 gm with each unit for fixing. (High Intensity

Rupees One Crore Ninety Nine Lakhs Ninety Eight Thousand Three Hundred Eight and Paise Seventeen Only

I/We am/are willing to carry out the work at… % above/below percent(Should be written in igures and

words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Mehsana Mehsana

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.