Road

Name of work :- Construction of Zalansar Village to Zalansar Jamnavad Joining Road (NP) Km.

0/0 to 2/00 Taluka: Junagadh 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 0.38 One 28393.04

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 6264.91 One 226.24

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 Earthwork in cutting in all sorts of soil and soft 3916.99 One 104.20

Murrum including conveying and putting the Cum

stuff, in spoil bank maintaining minimum

distanace of five meter between top edge of

cutting and top of spoil bank.

4 Supplying and stacking Selected Hard Murrum 31.88 One 398.95

. for side shoulder including spreading etc. Cum

5 Granular Sub-base 723.00 One 768.61

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 and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

6 WBM Grading-1 488.03 One 1016.06

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]

7 WBM Grading-2 1174.24 One 947.38

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.]

8 Providing and laying evenly priming coat with 4609.13 One 58.58

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

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

No. reference to book of Specification) Figures

9 Providing laying and rolling of 37.5 mm thick 4744.69 One 155.04

Built Up spray Grout using bitumen for tack Sqm

coat at the rate of 4.00 Kg/10-Sqm. On WBM

/BT surface with spreading stone agg. at the

rate of 0.50 cum/10-sqm with dry rolling and

spraying bitumen VG-30 over it at the rate of

Kg/ 10sqm. And then spreading over it stone

agg. at the rate of 0.13 cum/ 10-sqm of key agg

on top in accordance with the requirement of

specification incl. cost of stone agg. bitumen

consolidation with vibratory roller, necessary

firewood labor charges machineries equipment

tools etc. comp.

10 Providing and laying 37.5 mm thick 380.00 One 2573.48

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

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

No. reference to book of Specification) Figures

11 Providing and laying 20 mm thick average Mix 232.00 One 3182.51

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.

12 Excavation for foundation upto all depth 274.58 One 223.21

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. Dense or hard soil.

13 Providing and laying rubble for apron (Each 16.05 One 1041.05

stone weighting not less than 40kg) including Cum

and packing and filling in the interstices with

14 Providing and laying cement concrete 1:3:6 (1- 292.06 One 3608.54

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

aggregates 40 mm nominal size) and curing

complete including cost of formwork in (A)

Foundation and Plinth

15 Providing and laying ordinary cement concrete 41.81 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 cast in situ Ordinary Cement 147.87 One 4051.36

Concrete M-150 Mix and providing pin headers Cum

including shuttering scafolding, laying,

vibrating, curring and finishing complete

without V-grooves (A) all heights.

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

No. reference to book of Specification) Figures

17 Construction of un-reinforced, dowel jointed, 527.85 One 4852.04

plain cement concrete pavement over a Cum

prepared sub base with concrete grade M25,

coarse and fine aggregate conforming to IS

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

18 Providing and laying weep hole in Abutment 18.75 One 58.54

and returns by using PVC pipe of 100mm. Incl. No

fixing in proper grade and jointing the

complete as per detailed specification

19 Providing and placing in position FE 550D TMT 0.280 One 75359.09

Bar reinforcement including cutting, bending, MT

hooking, and taying complate as per detail

drawing. (C) Balanced cantiliver box type super

20 Filling available excavated earth (excluding 121.50 One 130.39

rock ) in trenches plinth sides of foundation etc. Cum

in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming

21 Supplying and fixing reinforced concrete heavy 22.50 One 5794.27

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)

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

No. reference to book of Specification) Figures

22 Providing and fixing Precast cement concrete 12.00 One 356.50

Hectometer as per IRC type design incl. No

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

23 Providing and fixing Precast cement concrete 65.00 One 96.72

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

white washing etc. complete. Fixing in Earth

24 Providing and fixing ordinary Kilometer stone 2.00 One 891.83

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.

25 Providing and fixing Indicator stone of 152.00 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

26 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

27 Hazard Marker sign : 6.00 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

28 Cheveron board 12.00 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

29 Cautionary Warning Sign : Providing and fixing 4.00 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.

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

No. reference to book of Specification) Figures

30 Road Marking with Hot Applied paints with 576.00 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

31 Cat Eye / Road Stud / RPM: 251.00 One 326.23

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 and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

32 Distance Informatory/ Destination sign: 2.00 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)...

One Crore Seventeen Lakh Eighty Six Thousand Eighty Hundred Ninety Eight

Rupees And Ninety 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-1 Junagadh