Road

Name of work :-Resurfacing of Road Junagadh Dist.PKG.NO.RPC-2/JND/MM-

RES/NORMAL/2025-26/PKG NO.03, TA.BHESAN Dist.Junagadh

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 1.11 One 28455.09

incl.uprooting rank vegetation, grass, bushes, Hect

shurbs, saplings and trees girth upto 300mm .

removal of stumps of trees cut earlier and

disposal of unserviceable materials © By

mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking 1071.72 One 169.28

clods, dressing with all lead and lift and Cum

including 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.

3 Supplying and stacking Selected Hard Murrum 776.90 One 421.85

for side shoulder including spreading, rolling Cum

4 Providing and laying Bituminous Grout 37.5 1183.00 One 2149.15

mm thick compacted with asphalt VG-30 grade MT

at the rate of 1.99% by weight of total mix with

RS1 tack coat at 2.50 Kg/10 Sqmt. On existing

B.T/ Metal. surface and using B.T. chips of

required gradation including cleaning &

heating the aggregate and asphalt by Drum Mix

Plant & spreading the same by paver finisher &

consolidation with vibratory road roller

including providing all materials, equipments,

tools, plants, fire wood, kerosene, oil and labor

charges etc. comp. (using by contractor own

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

No. reference to book of Specification) Figures

5 Providing and laying 37.5 mm thick 1185.00 One 2802.72

Bituminious Macadam (B.M.) in one layers on MT

the existing B.T. surface using stone chips as per

gradation and using Emulsion RS1 for tack coat

at rate of 2.5 kg/ 10 sq.m. on B.T. surface and

Bitumen VG-30 34KG/MT by weight of total

mix by using stone chips as per MORT & H

specification including heating asphalt and

aggregrates by Drum mix plant and spreading

by paver finisher to the required grade, level

and alighnment and rolled including

consolidation with vibratory road roller as per

clasuses 501.6 and 501.7 to achieve the desired

compaction and providing, operating plant

machineries, equioments, tools, plants, oil fire

wood, keresone and all labour charges

6 Providing and laying 20 mm thick average Mix 681.00 One 3417.92

Seal Surface using stone chips dust as per MT

gradation and using bitument for mixing VG-30

at the rate of not less than 50.90Kg / M.T. on BT

surface using stone chips as per M.O.R.T.H

specification including heating the asphalt and

aggregates by Hot Mix Plant and spreading the

same by paver finisher including consolidation

with Vibratory Roller and providing, operating

plant machineries, equipment, tools, plants, oil,

fire wood, kerosene and all labour charges etc.

7 Excavation for foundation upto all depth 5737.70 One 157.16

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Dense or hard soil.

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

No. reference to book of Specification) Figures

8 Excavation for foundation upto necessary depth 62.16 One 268.92

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Hard Murrum

9 Providing and laying cement concrete 1:3:6 (1- 10.36 One 3095.25

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

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

10 Providing and casting in situ Ordinary Cement 148.80 One 3798.46

Concrete M-150 for R.C.C. Raft and cut-off Cum

walls including neccesary shuttering laying,

vibrating ramming of curing complete.

11 Providing and laying weep hole in Abutment 92.50 One 61.47

and returns by using P.V.C. pipe of 100mm. No

Incl. fixing in proper grade and jointing the

complete as per detailed specification

12 Providing and placing in position FE 550D TMT 1.090 One 76213.97

Bar reinforcement including cutting, bending, MT

hooking, and taying complate as per detail

drawing. (C) Balanced cantiliver box type super

13 Filling available excavated earth (excluding 62.16 One 136.35

rock ) in trenches plinth sides of foundation etc. Cum

in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming

14 Providing and fixing Precast cement concrete 15.00 One 356.50

Hectometer as per IRC type design incl. No

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

15 Providing and fixing Precast cement concrete 254.00 One 101.56

Guard stone as per I.R.C. type design including No

white washing etc. complete. Fixing in Earth

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

No. reference to book of Specification) Figures

16 Providing and fixing ordinary Kilometer stone 3.00 One 891.53

of pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in C..C.

1:4:8 including painting lettering etc. complete.

17 Providing and fixing 5th Kilometer stone of 1.00 One 1935.15

pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in C..C.

1:4:8 including painting lettering etc. complete.

18 Providing and fixing Indicator stone of 286.00 One 102.85

approve stone as per I.R.C. type design in C.C. No

1:4:8 including white washing etc. complete

Fixing in Earth

19 Village/Bump Ahead sign. : Providing and 2.00 One 5045.36

fixing sign boards made out of 2mm No

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 Grade.

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

No. reference to book of Specification) Figures

20 Hazard Marker sign : 4.00 One 2423.74

Providing and Fixing sign boards made out of No

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

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

No. reference to book of Specification) Figures

21 Cheveron board : 14.00 One 3711.75

Providing and Fixing sign boards made out of No

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

Type-4 Retro Reflective sheeting

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

No. reference to book of Specification) Figures

22 Cautionary Warning Sign : Providing and fixing 13.00 One 3808.66

sign boards made out of 2mm Aluminium sheet No

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.

23 Citizen's information Board. Providing and 2.00 One 10361.59

fixing of typical MMGSY information board as No

per instruction. Two MS sheets of 3 mm thick,

of 900 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 1701 and Annexure

(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

24 Road Marking with Hot Applied paints with 1092.00 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. 130 mcd/m2/lux and asphalt road shall be

min 100 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 be two years.

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

No. reference to book of Specification) Figures

25 Cat Eye / Road Stud / RPM: 561.00 One 217.40

Supplying of Molded Twin Shanks Raised No

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 +/- 5 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

26 Distance Informatory/ Destubatuib sign: Providing 4.00 One 10926.57

and fixing sing boards made out of 2mm aluminium No.

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

27 STOP SIGN: 4.00 One 4676.06

Providing and fixing sing boards made out of No

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)...

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

No. reference to book of Specification) Figures

28 Direction sign (Junction board):- 4.00 One 14831.71

Providing and fixing sign boards made out of No

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)...

One Crore Eleven Lakh Ninty Seven Thousand Three Hundred Eighty One Rupees

and Twenty Two Paisa

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

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \

Our tender works put as under.

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

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

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

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh -2 Junagadh