Road

Name of work :- Resurfacing of Chhodavadi Kariya Road Ch.00/000 to 6/915 Km. 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 incl.uprooting 1.09 One 28455.09

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

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 clods, 2755.58 One 173.04

dressing with all lead and lift and including watering Cum

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 Box cutting the road surface to proper slope and 288.75 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

4 Earthwork in cutting in all sorts of soil and soft 1960.40 One 109.41

Murrum including conveying and putting the stuff, in Cum

spoil bank maintaining minimum distanace of five

meter between top edge of cutting and top of spoil

5 Suplying and stacking of Hard Murrum/ stone dust 1805.00 One 468.64

/binding materials on road site including filling Cum

measure boxes with all lead and.lift.

6 Scarifying graveled macadam or Bitumen macadam 3487.50 One 6.16

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining

7 Granular Sub-base 400.00 One 796.89

Construction of 100mm Granular Sub base Grade-II Cum

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

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

No. reference to book of Specification) Figures

8 WBM Grading-2 732.38 One 1016.06

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.]

9 Providing and laying evenly priming coat with 6457.50 One 58.58

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

10 Providing and laying Bituminous Grout 37.5mm thick 2081.00 One 2121.00

compacted with asphalt VG-30 grade at the rate of MT

1.99% by weight of total mix with RS1 tack coat at

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 machineries)

11 Providing and laying 37.5 mm thick Bituminious 2128.00 One 2775.48

Macadam (B.M.) in one layers on the existing B.T. MT

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

12 Providing and laying 20 mm thick average Mix 1208.00 One 3392.59

sealsurface using stone chips dust as per gradation MT

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.

13 Excavation for foundation upto all depth including 847.32 One 161.41

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Dense

14 Providing and laying rubble for apron (Each stone 43.23 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

15 Providing and laying cement concrete 1:3:6 (1-Cement 111.98 One 3605.01

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth

16 Providing and casting in situ ordinary cement 317.30 One 3996.50

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

17 Construction of concrete road using tremix system 273.66 One 6456.28

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

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.

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

No. reference to book of Specification) Figures

18 Providing and fixing in position FE 500D TMT bar 4.790 One 73243.02

reinforement including cutting, bending and tying MT

complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath. (C) R.C.C. Approch slab. (D)

19 Filling available excavated earth (excluding rock ) in 513.75 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

20 Supplying and fixing reinforced concrete heavy duty 7.50 One 2108.86

non-pressure pipes with collars for culverts including Rmt.

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. 600mm dia.

21 Supplying and fixing reinforced concrete heavy duty 97.50 One 3271.56

non-pressure pipes with collars for culverts including Rmt.

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. 900mm dia.

22 Dismantling the existing structure including removing 103.50 One 409.22

and stacking the dismantled materials as and where Cum

directed. Stone/Rubble masonary.

23 Dismantling the existing structure including removing 367.52 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

24 Providing and placing in position FE 500D TMT Bar 1.73 One 76213.97

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

25 Providing and fixing Precast cement concrete 28.00 One 356.50

Hectometer as per IRC type design incl. painting, No

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

26 Providing and fixing Precast cement concrete Guard 469.00 One 101.56

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

washing etc. complete. Fixing in Earth

27 Providing and fixing ordinary Kilometer stone of pre- 5.00 One 891.53

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

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

No. reference to book of Specification) Figures

28 Providing and fixing 5th Kilometer stone of pre-cast 2.00 One 1935.15

C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

29 Village/Bump Ahead sign. : Providing and fixing 1.00 One 5045.36

sign boards made out of 2mm Aluminium sheet size No

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,

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.

30 Hazard Marker sign : 40.00 One 2423.74

Providing and Fixing sign boards made out of 2mm No

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

31 Chevron sign :-Providing and fixing sign boards 20.00 One 3711.75

madeout of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

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;

3.3 mtr 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 of35x35x3mm;

painted with bestquality 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 & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

32 Cautionary Warning Sign : Providing and fixing sign 18.00 One 3808.66

boards made out of 2mm Aluminium sheet size No

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

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

No. reference to book of Specification) Figures

33 Citizen's information Board. Providing and fixing of 1.00 One 10361.59

typical MMGSY information board as per instruction. No

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

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 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

34 Road Marking with Hot Applied paints with 2106.00 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 be two years.

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

No. reference to book of Specification) Figures

35 Cat Eye / Road Stud / RPM: Supplying Raised 990.00 One 217.40

Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with Micro

prismatic lens (No Glass bead 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 Đ DO III Dt 11.06.

1997. The height, width and length shall not exceed

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 body of the

marker should having finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in . (A) Engineer Grade

36 STOP SIGN:-Providing and fixing sing boards made 2.00 One 4676.06

out of 2mm aluminium sheet; size 90 * 90cms No

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 * 35 * 3mm * 75 * 75 * 6mm 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 * 45 * 60cms for each leg. including excavation

curing tec. 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

37 Direction sign (Junction board):-Providing and fixing 2.00 One 14831.71

sign boards made out of 2mm aluminium sheet; size No

244 * 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 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 * 50 *

5mm 75 * 75 * 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

incharge. The fixing at site shall be in 1:2:4 CC block of

size 45 * 45 * 60cms for each leg. including ploto under

the supervision of engineer in charge. (A) Engineer

38 Distance Informatory/ Destubatuib sign: Providing 2.00 One 10926.57

and fixing sign 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

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

No. reference to book of Specification) Figures

39 Diversion sign board :-Providing & Fixing sign boards 16.00 One 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms. No

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

(2nos) 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)...

Two Crore Thirty Eight Lakh Fifty Five Thousand Four Hundred Fifty Three Rupees and

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

* 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. 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-2 Junagadh