Road

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

NORMAL/2025-26/PKG NO.02,Taluka : Bhesan, Dist.Junagadh

BILL OF QUANTITIES

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

No. and reference to book of Specification) Figures

1 Clearing and grubbing of road land 0.85 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 Earth work for embankment including breaking 495.00 One 177.91

clods, dressing with all lead and lift (Excluding Cum

watering and consolidation) From borrow pits

within land width. (Selected soil to be used for

earthwork shall be from BORROW AREA only

having CBR not less than 6.00%)

3 Earthwork for embankment including breaking 792.00 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.

4 Supplying and stacking Selected Hard Murrum 911.00 One 469.36

brought from approved borrow area / Borrow Cum

Pit with Min. CBR 6 for side shoulder including

spreading, rolling etc. Complete

5 Granular Sub-base 165.00 One 796.89

Construction of 100mm Granular Sub base Cum

Grade-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

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

No. and reference to book of Specification) Figures

6 WBM Grading-2 25.99 One 1121.10

Providing and laying Spreading and Cum

Compacting 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 bitumenous grout 1000.00 One 2139.41

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 2.50kg/10sqm on B.T.Surface

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. complete.

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

No. and reference to book of Specification) Figures

8 Providing and laying 37.5 mm thick 1183.00 One 2778.96

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

9 Providing and laying 20 mm thick average Mix 668.00 One 3387.26

sealsurface 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.

10 Excavation for foundation upto all depth 4767.82 One 164.93

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Dense or hard soil.

11 Providing and laying rubble for apron (Each 233.06 One 1083.81

stone weighting not less than 40kg) including Cum

and packing and filling in the interstices with

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

No. and reference to book of Specification) Figures

12 Providing and laying cement concrete 1:3:6 (1- 81.65 One 3235.11

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

13 Construction of concrete road using tremix 93.50 One 6456.28

system with 20cm/15cm thick controlled M-250 Cum

concrete mixing conplast P-211 water reduction

admixure @ 100ml/bag of cement and hardner

62.50ml. /bag using fixing and removing "C"

channels of required road depth levelling if

placed concrte with surface vibrator, finishing

the surface with power floater and towel tight

brooming as directed with providing expantion

joints 20x200mm and contraction joints

20x20mm using concrete cutter machine etc.

14 Providing and cast in situ controlled Cement 118.65 One 3996.50

Concrete M-150 Mix and providing necessary Cum

pin headers including shuttering scafolding,

laying, vibrating, curring and finishing

complete without V-grooves (A) all heights.

15 Providing and casting in situ Controlled 74.74 One 4620.45

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

off walls including neccesary shuttering laying,

vibrating ramming of curing complete.

16 Providing and casting in situ Controlled cement 94.18 One 4726.17

concrete M-250 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

17 Providing and casting in situ Controlled cement 63.58 One 5881.57

concrete M 250 for R.C.C. Solid slab including Cum

centering, scaffolding, curing and finishing

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

No. and reference to book of Specification) Figures

18 Providing and casting in situ Controlled 91.94 One 5333.08

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

off walls including neccesary shuttering laying,

vibrating ramming of curing complete.[ More

19 Providing and laying weep hole in Abutment 83.00 One 61.47

and returns by using A.C pipe of 100mm. Incl. No

fixing in proper grade and jointing the

complete as per detailed specification

20 Providing and laying filter media 600mm. thick 190.60 One 1239.35

directed at the back of abutments, returns and Sqm

wing walls as per detailed specifications.

21 Providing and placing in position FE 500D TMT 21.100 One 75821.13

Bar reinforcement including cutting, bending, MT

hooking, and laying complate as per detail

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

22 Filling available excavated earth (excluding 1181.21 One 136.92

rock ) in trenches plinth sides of foundation etc. Cum

in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming

23 Supplying and fixing reinforced concrete heavy 22.50 One 3271.56

duty non presure pipes with collars for Rmt.

culverts carrying heavy traffic as per IS 458-

1991 specification including setting and joinng

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

level or slope) of I.S. Class NP-3 of following

internal diameter with all lead and lift. (i)

24 Supplying and fixing reinforced concrete heavy 22.50 One 5516.63

duty non presure pipes with collars for Rmt.

culverts carrying heavy traffic as per IS 458-

1991 specification including setting and joinng

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

level or slope) of I.S. Class NP-3 of following

internal diameter with all lead and lift. (i)

25 Dismantling the existing structure including 51.75 One 409.22

removing and stacking the dismantled Cum

materials as and where directed. (B) Rubble

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

No. and reference to book of Specification) Figures

26 Dismantling the existing structure including 377.38 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

27 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.

28 Providing and fixing Precast cement concrete 484.00 One 101.56

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

white washing etc. complete. Fixing in Earth

29 Providing and fixing ordinary Kilometer stone 4.00 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.

30 Providing and fixing Indicator stone of 296.00 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

31 Village/Bump Ahead sign. : Providing and 4.00 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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

32 Regulatory/Mandatory signs :Providing and 4.00 One 3439.81

fixing sing boards made out of 2mm aluminium No

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)...

33 Hazard Marker sign : 12.00 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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

34 Cheveron board 50.00 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.(B) Engineer Grade

35 Cautionary Warning Sign : Providing and 39.00 One 3808.66

fixing sign boards made out of 2mm No

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.

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

No. and reference to book of Specification) Figures

36 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.

37 Road Marking with Hot Applied paints with 961.00 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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

38 Cat Eye / Road Stud / RPM: 395.00 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

mm and with minimum reflective area of

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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

39 Distance Informatory/ Destination sign: 4.00 One 10926.57

Providing and fixing sing boards made out of No.

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)...

40 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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

41 Direction sign (Junction board):- Providing and 4.00 One 14831.71

fixing sign boards made out of 2mm aluminium No

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

x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of

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

42 Finishing wall with weather proof exterior 101.00 One 120.26

emulsion paint on wall surface (two coats) to No

give an required hape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

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

No. and reference to book of Specification) Figures

43 Informatory Signs:-Providing and fixing sign 2.00 One 3856.90

boards made out of 2mm aluminium sheet, size No

60 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching coated with one coat of

epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro

reflective sheeting as per latest M.O.ST.

Specifications; 3.1m long stand postand frame

fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; painted with

best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard

shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size

x45 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 Quantity Unit Rate In Amount

No. and reference to book of Specification) Figures

44 Diversion sign board: Providing & Fixing sign 6.00 Nos. 6798.92

boards made out of 2mm aluminium sheet, size

180 x 60 cms. rectangle as per the attached

drawing pre treated with phospheting process

& acid etching, coated with one coat of epoxy

priemr 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 (Znos) 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)

One Crore Sixty Two Lakh Sixty Thousand Five Hundred Seventy Five Rupees and

Twenty Two 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………………….………………

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.

NOTE: Amount Rs.238024.00 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

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

No. and reference to book of Specification) Figures

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh - 2 Junagadh