Road

Name of work :- Resurfacing of Bilkha Umrala Vajdi Road (ODR) Km. 0/0 – 4/00 Taluka:Junagadh

Dist. Junagadh (MMGSY – 2024-25)

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.80 One 28393.04

rank vegetation, grass, bushes, shurbs, saplings Hect.

and trees girth upto 300mm removal of stumps of

trees cut earlier and disposal of unserviceable

materials © By mechanical means in area of Light

2 Earthwork for embankment including breaking 94.50 One 254.52

clods, dressing with all lead and lift and including Cum

watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T. (E) From

Borrow area within 3.0KM. lead

3 Supplying and stacking Selected Hard Murrum 480.75 One 393.69

brought from approved borrow area / Borrow Pit Cum

with Min. CBR 6 for side shoulder including

spreading, rolling etc. Complete

4 Granular Sub-base 33.08 One 815.07

Construction of 100mm Granular Sub base Grade- Cum

II C.B.R. not less than 30% by providing coarse

graded materials, consisting B.T. crushed stone

aggregate & combination of sand stone dust/grit

spreading in uniform layers with mortor grader

on prepared surface mixing by mix in place

method with rotavator at OMC to required

density including filling the depression which

occur during the process using vibratory roller 8 T

to 10 T complete as per clause

5 WBM Grading-1 18.59 One 1065.55

Providing, laying, Spreading and compacting Cum

B.T.M.C. Stone Aggregate of 90mm to 45mm size

to WBM I 0mm thick including Spreading in

Uniform thickness hand patching, Rolling with

Vibratory roller 8-10 tonnes tov proper grade and

camber, applying and brooming requisite type of

Screaning /binding / siller materials to till of the

Inter section of cross aggregate noteraj and

Compacted to the Requiared dencity Grading-I

Using screaning type-A [13.20 mm Aggregate]

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

6 WBM Grading-2 28.70 One 992.83

Providing and laying Spreading and Compacting Cum

B.T.M.C. stone aggregate of 63 mm to 45mm size

to WBM II 225mm thick in three layers (75mm

Each) including spreding in uniform thickness

hand packing rolling with vibratory roller 8-10

tones to proper grad and camber applying and

brooming requisite type of screening /binding

/filler materials to fill up the interstices of coarse

aggregate watering and compacting to the

required density. Grading - II using screening

type- A [13.20 mm agg.]

7 Providing and laying evenly priming coat with 151.20 One 58.58

emulsion SS-1 at rate of 7.5 Kg/10 Sqm Sqm

8 Providing and laying bitumenous grout 37.50mm 1028.00 One MT 1947.28

thick using Emulsion RS1 for tack coat at the rate

of 4.00kg/10sqm on W.B.M. and using BT chips

for required gradation with the asphalt of grade

(VG-30) at the rate of 1.99% i.e 19.90kg/MT by

weight of mix including heating and mixing in

drum mix plant , transporting the mix and

spreading the same by paver finisher and

consolidation as per MOST specification including

cost of all materials fuel, labours, tools and plants

etc. using contractor's own drum mix plant etc.

9 Providing, laying and rolling of 25mm thick using 685.00 One MT 2563.79

Bitumean grade of VG-30 open graded premix

bituminous carpet with B.T. aggregate as specified

and using RS1 Emulsion for tack coat at the rate of

2.50 Kg/10 Sqm on B.T.Surface. (As per IRC-16)

and using bitumen for mixing with aggregate at

the rate of 3.36% i.e. 33.60 Kg/M.T. of total mix

including heating and mixing in drum mix pant,

spreading the same with paver finisher and

consolidation with vibratory roller includng

necessary firewood, oil lubricants, labour charges

etc. using equipment, tool etc completed in

accordance with the requirement of specification

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

10 Providing and laying seal coat using Bitumean 350.00 One MT 2903.65

grade of VG-30 with B.T. aggregate as specified

using aggregate at the rate of 0.18 cum / 10 sqm.

and bitumen for mixing with aggregate at the rate

of 4.5% i.e. 45.00 kg/ M.T. of total mix Incl.

heating and mixing in drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

necessary using contractor's own drum mix plant,

machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

11 Excavation for foundation upto all depth 1642.42 One 232.40

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Dense or hard soil.

12 Excavation for foundation upto necessary depth 60.20 One 412.01

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Hard Murrum

13 Providing and laying rubble for apron (Each stone 463.38 One 1041.05

weighting not less than 40kg) including and Cum

packing and filling in the interstices with quarry

14 Providing and laying cement concrete 1:3:6 (1- 11.34 One 3005.76

Cement : 3- coarse sand : 6- hand broken stone Cum

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

15 Providing and laying controlled cement concrete 351.49 One 3910.10

M.150 for curing complete excluding cost of Cum

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base

of columns and Mass concrete

16 Providing and casting in situ controlled cement 56.45 One 5183.96

concrete M-250 for R.C.C. return as per drawings Cum

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers

(2) Abutment (3) RCC return (more than 10 ton

17 Providing and casting in situ Controlled Cement 75.00 One 4612.81

Concrete M-250 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

18 Providing and casting in situ Controlled Cement 101.78 One 4507.17

Concrete M-200 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

19 Construction of un-reinforced, dowel jointed, 47.25 One 4626.81

plain cement concrete pavement over a prepared Cum

sub base with concrete grade M25, coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

as per approved mix design, transported to site,

laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation

including provision and cost of contraction,

expansion, construction and longitudinal joints,

joint filler, separation membrane, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as

approved, finishing to lines and grades as per

drawing and as directed by the engineer in

20 Providing and casting in situ controlled cement 62.67 One 5732.46

concrete M-250 for R.C.C. solid slab & Approch Cum

Slab including centering, scaffolding curing and

finishing complete. (more than 10 ton)

21 Providing and casting in situ Controlled cement 126.11 One 5183.96

concrete M-300 for R.C.C. work in Piers, Cum

abutment, returns and riding returs as per

drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all Heigh

22 Providing and casting in situ Controlled cement 85.51 One 5732.46

concrete M 300 for R.C.C. Solid slab including Cum

centering, scaffolding, curing and finishing

23 Providing and casting in situ Controlled Cement 111.38 One 4612.81

Concrete M-300 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.[ More than 10 Ton]

24 Providing and laying weep hole in Abutment and 340.50 One No 58.54

returns by using A.C pipe of 100mm. Incl. fixing

in proper grade and jointing the complete as per

detailed specification

25 Providing and laying filter media 600mm. thick 288.50 One 1180.34

directed at the back of abutments, returns and Sqm

wing walls as per detailed specifications.

26 Providing and laying in position FE 500 TMT bar 38162.790 One Kg 75.36

reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings. [Upto 10 ton ]

27 Providing and placing in position FE 500D TMT 1.210 One MT 75359.09

Bar reinforcement including cutting, bending,

hooking, and laying complate as per detail

drawing. (A) Piers (B) Abutments (C ) R.C.C.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

28 Filling available excavated earth (excluding rock ) 649.12 One 130.39

in trenches plinth sides of foundation etc. in layers Cum

not exceeding 20cm in depth consolidating each

deposited layer by ramming and watering.

29 Dismantling the existing structure including 313.20 One 389.74

removing and stacking the dismantled materials Cum

as and where directed. (B) Rubble masonary.

30 Dismantling the existing structure including 223.25 One 886.05

removing and stacking the dismantled materials Cum

as and where directed. RCC Work.

31 Providing and fixing Precast cement concrete 17.00 One No 356.50

Hectometer as per IRC type design incl. painting,

lettering etc. fixing in C.C. 1:5:10.

32 Providing and fixing Precast cement concrete 220.00 One No 96.72

Guard stone as per I.R.C. type design including

white washing etc. complete. Fixing in Earth

33 Providing and fixing ordinary Kilometer stone of 3.00 One No 891.53

pre-cast 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.

34 Providing and fixing 5th Kilometer stone of pre- 1.00 One No 1935.15

cast 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.

35 Providing and fixing Indicator stone of approve 160.00 One No 102.85

stone as per I.R.C. type design in C.C. 1:4:8

including white washing etc. complete Fixing in

36 Providing and fixing retro Reflective Hi Intensity 4.00 One 7610.66

Micro Prismatic Grade Board using 2mm Sqm

Aluminum / 4mm ACP, 4.0 angle iron 75 x 75 x

6mm. Descaling and degreasing the board as per

requirement using epoxy reflactive process by

screen painting as directed etc. complete including

transporting and fixing in C.C. 1:2:4 with

necessary excavation curing etc. complete as per

I.R.C. 67-2012 design. A warranty for 7 years for

the Retro reflective sheeting from original

manufacturer & a certified copyof 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 (MDR/ODR) retro

reflective sheeting

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

37 Village/Bump Ahead sign. : Providing and fixing 2.00 One No 5045.36

sign boards made out of 2mm Aluminium sheet

size 90x60 cms. Rectangle as per the design of IRC-

67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer

and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per

latest MOST specification letter and numbers

should be as per IRC:30-1968, 3.1 Mt. long (2 nos)

stand post and frame fabricated from suitable size

iron angle of 50x50x5mm, painted with best

quality epoxy coating in black and white bends,

the details of symbole on inscription/ numerals

for each board shall be as per the instruction of the

Engineer in charge. The fixing at site shall be in

C.C 1:2:4 block of size 45x45x60cms. for each leg

including excavation curring etc. complete under

the supervision of engineer in charge (A) Engineer

38 Regulatory/Mandatory signs :Providing and 2.00 One No 3439.81

fixing sing boards made out of 2mm aluminium

sheet; size 60cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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.

Specifications; 3.1m long stand post and 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. including excavation curing

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

39 Hazard Marker sign : 10.00 One No 2423.74

Providing and Fixing sign boards made out of

2mm aluminum sheet : size 90*30 cms. rectangle

as per design / Drawing attached (IRC).

Pretreated with phospheting process and acid

etching : coated with one coat of epoxy primer

and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size

iron angle of 35*35*3mm and 50*50*5mm : painted

with best quality epoxy coatings in black and

white bends the details of symbole 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*45*60 cms for

each leg: including excvation curing etc.

comp.under the supervision of engineer-in-

charge.(B) Engineering Grade

40 Cheveron board 42.00 One No 3711.75

Providing and Fixing sign boards made out of

2mm aluminum sheet : size 40*60 cms. rectangle

as per design of IRC-67-1977. Pretreated with

phospheting process and acid etching : coated

with one coat of epoxy primer and two coats of

best quality epoxy paint: reflectorised with retro

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

specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of

50*50*5mm painted with best quality epoxy

coatings in black and white bends the details of

symbole 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*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision

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

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

41 Cautionary Warning Sign : Providing and fixing 14.00 One No 3808.66

sign boards made out of 2mm Aluminium sheet

size 90x90x90 cms. Equilateral treangle as per the

design of IRC-67-1977 pre treated with

phospheting process and acid etching coated with

one coat of apoxy primer and two coats of best

quality epoxy paint reflectorised with retro

reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted

with best quality epoxy coating in black and white

bends the details of symbole 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

45x45x60cms. for each leg including excavation

curring etc. complete under the supervision of

engineer in charge (A) Engineering Grade.

42 Citizen's information Board. Providing and fixing 2.00 One No 3856.90

of typical MMGSY information board as per

instruction. Two MS sheets of 3 mm thick, of

mm x 750mm size fixed at top & bottom duly

rivetted with MS angles of 25 x 25 x 5 mm thick

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

angle of 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x

750mm, below ground level. The letters & figure

of any shade reflectorised with High Intensity

Prismatic Grade Retro Reflective Sheeting of Type-

4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and

steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause

and Annexure 1700.1 (10.16). (A) Class-B High

intensity Grade Retro Reflective sheeting.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

43 Road Marking with Hot Applied paints with 70.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied

thermoplasting compund 2.5mm thick including

reflectorising glass beads @250 gm per sq.mtr

area, thickness of 2.5mm is excluding 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/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the

date the marking should meet the performanace

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15

of IRC 35-2015 warranty for retroreflectivity shall

44 Cat Eye / Road Stud / RPM: 117.00 One No 326.23

Supplying of Molded Twin Shanks Raised

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

micro prismatic 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 DO

III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/-2

mm) from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and

using epoxy resin based adhesive as per

manufacturers recommendation and The color of

the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

45 Place ideatification sign: 2.00 One 9390.66

Providing and fixing sign boards made out of Rmt.

2mm aluminium sheet; size 150 x 90cms. rectangle

as as per the design of IRC-67-1977 pre treated

with phospheting process & acid etching; 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.

Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and

frame fabricated from suitable size iron angle of

50x50x5mm 75x75x6mm as required; 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 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)...

46 Distance Informatory/ Destubatuib sign: 2.00 One No. 10926.57

Providing and fixing sing boards made out of

2mm aluminium sheet; size 180 x 120cms.

rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching;

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.

Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and

frame fabricated from suitable size iron angle of

50 x 50 x 5mm 75 x 75 x 6mm as required; 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 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade(VR)...

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

47 STOP SIGN: 2.00 One No 4676.06

Providing and fixing sing boards made out of

2mm aluminium sheet; size 90 x 90cms. rectangle

as per the design of IRC-67-1977 pre treated with

phospheting process & acid 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.

Specifications; 3.1m long stand post and 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. including excavation curing

tec. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)...

48 Direction sign (Junction board):- Providing and 2.00 One No 14831.71

fixing sign boards made out of 2mm aluminium

sheet; size 244 x 122cms. rectangle as as per the

design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with

one coat of epoxy primer 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 (2 nos) stand post and

frame fabricated from suitable size iron angle of

50 x 50 x 5mm 75x75x6mm as required; 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 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)...

49 Finishing wall with weather proof exterior 137.00 One No 114.53

emulsion paint on wall surface (two coats) to give

an required hape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

One Crore Forty Nine Lakh Fifty Three Thousand Thirty Five Rupees And Fifteen Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent (

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

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

NOTE: Amount Rs. Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-1 Junagadh