Road

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 1.32 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, 1062.40 One 169.28

dressing with all lead and lift (excluding watering and Cum

consolidation) (E) From Borrow area 3.0 km lead

3 Box cutting the road surface to proper slope and 973.63 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 Supplying and stacking Hard Murram for side 1767.00 One 459.07

sholder including spreading, etc. Complete. Cum

5 Providing and laying Spreading and Compacting 254.84 One 1016.06

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

WBM II 100mm thick in two layer 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.]

6 Providing and laying Bituminous Grout 37.5 mm 1516.00 One 2085.91

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

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.

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

No. reference to book of Specification) Figures

7 Providing and laying 37.5 mm thick Bituminious 1517.00 One 2718.20

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

8 Providing and laying 20 mm thick average Mix seal 870.00 One 3310.47

surface using stone chips dust as per gradation and MT

using bitumen for mixing VG-30 at the rate of not less

than 50.90 Kg / 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.

9 Excavation for foundation upto 1.5 m depth 3994.62 One 157.16

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 meter

lead. Dense or hard soil or Stretta

10 Excavation for foundation upto 1.5 m depth including 273.10 One 268.92

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Hard

11 Providing and laying cement concrete 1:3:6 (1-Cement 300.83 One 3754.17

: 3- coarse sand : 6 stone aggregates 40 mm nominal Cum

size) and curing complete Including cost of formwork

in (A) Foundation

12 Providing and laying cement concrete 1:3:6 (1-Cement 47.36 One 3095.25

: 3- coarse sand : 6- crushed stone aggregates 40 mm Cum

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and plinth

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

No. reference to book of Specification) Figures

13 Construction of concrete road using tremix system 234.68 One 6456.28

with controlled M-250 concrete mixing conplast P-211 Cum

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. complete.

14 Construction of concrete road using tremix system 283.50 One 6202.41

with controlled C.C. M-250 concrete using fixing and Cum

removing 'C' channels of required road depth

levelling if placed concrete with surface vibrator,

finishing the surface with power floter and towel tight

brooming as directed with providing expansion joints

20 x 200 mm and construction joints 20 x 20 mm using

cocnrete cutter machine etc. complete. [PQC]

15 Providing and laying weep hole in Abutment and 447.50 One 61.47

returns by using P.V.C pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification

16 Providing and laying in Position FE 500D TMT bar 4.940 One 76213.97

reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings Balanced

Cantilever box type super structure

17 Providing and Fixing in position FE 500D TMT bar 8.840 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (C) RCC App. Slab (D)

18 Filling available excavated earth (excluding rock ) in 273.10 One 136.38

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

19 Providing and casting in situ Ordinary Cement 655.63 One 3798.46

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

including neccesary shuttering laying, vibrating

ramming of curing complete.

20 Providing and fixing Hectometer stone as per EIC 28.00 One 356.50

Approved type design including painting lettering etc. No

comp. Fixing in C. C. 1: 5 :

21 Providing and fixing Precast cement concrete Guard 502.00 One 101.56

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

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

22 Providing and fixing ordinary K.M. stone of approved 7.00 One 891.53

hard stone as per EIC Approved design in fixing C.C. No

1:4:8 including painting and lettering etc. comp.

23 Providing and fixing indicator stone of approved 544.00 One 102.85

stone as per EIC Approved design including white No

132.0 washing fixing etc. complete. Fixing in earth.

24 Citizen's Information Board- Providing and fixing of 2.00 One 10361.59

typical MMGSY information board as per instruction. No

Two M.S. sheets of 3 mm thick of 900mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25x25x5mm thick M.S. angle shall be welded

by two vertical M.S. angle of 5mm thick to 75mm x

75mm 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.

25 Road marking with hot applied thermoplastic paints 2102.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking

should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

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

No. reference to book of Specification) Figures

26 Cat Eye / Road Stud / RPM: Supplying of Molded 997.00 One 217.40

Twin Shanks Raised Pavement Markers made of No

polycarbonate and ABS moulded body and reflective

panels with micro rismatic 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,

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-

27 Cautionary Warning Sign :-Providing and fixing sign 32.00 One 3808.66

boards made out of 2mm aluminium sheet; size 90 x No

90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x

35 x 3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol foreach board shall be as per

charge. (A) the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of Engineer Grade

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

No. reference to book of Specification) Figures

28 STOP SIGN:-Providing and fixing sing boards made 4.00 One 4676.06

out of 2mm aluminium sheet; size 90 x 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 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)

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

sign boards made out of 2mm aluminium sheet; 4.0 No

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 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 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)

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

No. reference to book of Specification) Figures

30 Distance Informatory/ Destubatuib sign: Providing 4.00 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

31 Village name/ Bump Ahed sign :-Providing and 2.00 One 5045.36

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

size 90 x 60cms. 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 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

32 Hazard Marker Sign :-Providing and fixing sign 14.00 One 2423.74

boards made out of 2mm aluminium sheet; size 90 x No

30cms. rectangle as as per the design/drawing

attached (IRC) pretreated 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; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings The fixing at site shall be in 1:2:4 CC

block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision

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

33 Chevron sign :-Providing and fixing sign boards 28.00 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

Two Crore Nineteen Lakh Fourteen Thousand Eight Hundred Seventy Seven Rupees And

Fifty Four 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

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

No. reference to book of Specification) Figures

* 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