Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 2.39 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork for embankment including breaking clods, dressing 595.00 One 169.28

with all lead and lift (excluding watering and consolidation) (E) Cum

from borrow area within 3 km lead.

3 Box cutting the road surface to proper slope and camber for 6995.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

4 Supplying and stacking Hard Murram for side sholder 929.00 One 461.57

including spreading, etc. Complete. Cum

5 Construction of 200mm Granular Sub base Grade-II C.B.R. not 3588.00 One 796.89

less than 30% by providing coarse graded materials, consisting Cum

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

T complete as per clause

6 Providing, laying, Spreading and compacting B.T.M.C. Stone 1602.00 One 1056.46

Aggregate of 90mm to 45mm size to WBM 1 100mm thick Cum

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-1 Using screaning type-A [13.20 mm Aggregate].

7 Providing and laying Spreading and Compacting B.T.M.C. 2630.00 One 1016.06

stone aggregate of 63 mm to 45mm size to WBM II 150mm thick Cum

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.]

8 Providing and laying evenly priming coat with emulsion SS-1 at 16011.00 One 67.67

rate of 7.5 Kg/10 Sqm etc.complete Sqm

9 Providing laying and rolling of 37.5 mm thick Built Up spray 16011.00 One 169.07

Grout using bitumen for tack coat at the rate of 4.00 Kg/10- Sqm

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 15 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

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

10 Providing and laying Bituminous Grout 37.5 mm thick 2125.00 One 2249.27

compacted with asphalt VG-30 grade at the rate of 1.99% by MT

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 machineries)

11 Providing and laying 37.5 mm thick Bituminious Macadam 2125.00 One 2968.39

(B.M.) in one layers on the existing B.T. surface using stone MT

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

12 Providing and laying 20 mm thick average Mix seal surface 1233.00 One 3634.99

using stone chips dust as per gradation and using bitumen for MT

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. complete.

13 Earthwork for embankment including breaking clods, dressing 3850.00 One 169.44

with all lead and lift and including watering rolling and Cum

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. lead

14 Excavation for foundation upto 1.5 m depth including sorting 4102.99 One 188.45

out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

15 Excavation for foundation for depth from 1.5 m to 3.0 m 722.24 One 170.50

including sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Meter lead. (B) Dense

16 Excavation for foundation for depth from 3.0 m to 5.0 m 215.17 One 182.94

including sorting out and stacking of useful materials and Cum

disposing off the excavated stuff upto 50 Meter lead. (B) Dense

17 Providing and laying rubble for apron (Each stone weighting 236.53 One 1083.81

not less than 40kg) including and packing and filling in the Cum

interstices with quarry spall.

18 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 85.46 One 3095.25

coarse sand : 6- hand broken stone aggregates 40 mm nominal Cum

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

19 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 157.00 One 3754.17

coarse sand : 6- hand broken stone aggregates 40 mm nominal Cum

size) and curing complete including cost of formwork in

Foundation (PCC)

20 Providing and casting in situ ordinary cement concrete M-150 263.61 One 4154.97

mix and providing necessary pin headers including shuttering, Cum

scaffolding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height 0.0 M to 5.0 M

21 Construction of concrete road using tremix system with 329.00 One 6733.67

controlled C.C. M-250 concrete using fixing and removing 'C' Cum

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}

22 Providing and casting in situ Controlled Cement Concrete M- 153.37 One 4726.09

250 for R.C.C. Raft and cut-off walls including neccesary Cum

shuttering laying, vibrating ramming of curing complete.

23 Providing and casting in situ Controlled Cement Concrete M- 38.77 One 4589.99

200 for R.C.C. Raft and cut-off walls including neccesary Cum

shuttering laying, vibrating ramming of curing complete.

24 Providing and casting in situ Controlled cement concrete M 250 115.18 One 5881.49

for R.C.C. Solid slab & Approach Slab including centering, Cum

scaffolding, curing and finishing complete.

25 Providing and laying weep hole in Abutment and returns by 150.00 One 61.47

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

26 Providing and laying filter media 600 mm. thick as directed at 282.80 One 1239.35

the back of abutments, returns and wing walls as per detailed Sqm

specifications.

27 Providing and Fixing in position FE 500D TMT bar 5.750 One 73243.02

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC

Footpath (C) RCC Approch Slab (D) Wearing coat.

28 Filling available excavated earth (excluding rock ) in trenches 2489.47 One 136.92

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

29 Supplying and fixing reinforced concrete heavy duty 90.00 One 3332.47

nonpressure pipes with collars for culverts including setting Rmt.

and joining the pipes in C.M. 1:2 watering and laying (To level

of slopes of I.S. 458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal diameter 900mm dia.

30 Supplying and fixing reinforced concrete heavy duty 15.00 One 5516.63

nonpressure pipes with collars for culverts including setting Rmt.

and joining the pipes in C.M. 1:2 watering and laying (To level

of slopes of I.S. 458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal diameter 1200mm dia.

31 Dismantling the existing structure including removing and 9.00 One 409.22

stacking the dismantled materials as and where directed. Cum

Rubble masonary.

32 Dismantling the existing structure including removing and 458.38 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

33 Finishing wall with weather proof exterior emulsion paint on 122.00 One 120.26

wall surface (two coats) to give an required hape even shade Sqm

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

34 Providing and casting in situ controlled cement concrete M-250 149.49 One 5333.00

for R.C.C. return as per drawings including centering huttering, Cum

scaffolding where necessary, laying vibrating, curing and

finishing complete. (A) Height from 0.0 to 5.0 M (1) Piers (2)

Abutment (3) RCC return

35 Providing and laying in Position FE 500D TMT bar 30.38 One 76213.97

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings

36 Providing and fixing Hectometer stone as per I.R.C. type design 18.00 One 356.50

including painting lettering etc. comp. Fixing in C. C. 1: 5:10. No

37 Providing and fixing guard stone as per I.R.C. type design 500.00 One 101.56

including white washing etc. comp. Fixing in earth No

38 Providing and fixing ordinary K.M. stone of approved hard 5.00 One 891.53

stone as per EIC Approved design in fixing C.C. 1:4:8 including No

painting and lettering etc. comp.

39 Providing and fixing indicator stone of approved stone as per 360.00 One 102.85

I.R.C. type design including white washing fixing etc. complete. No

Fixing in earth.

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

MMGSY information board as per instruction of Engineer in No

Charge. 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

41 Road marking with hot applied thermoplastic paints with 1615.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

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 med/m2/lux and Asphalt road shall be min

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 reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

42 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 962.00 One 217.40

Shanks Raised Pavement Markers made of polycarbonate and No

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, 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-

43 Cautionary warning sign:-Providing & Fixing sign boards made 57.00 One 3808.66

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67- 1977 Pretrated with

phospheting process & acid atching : coated with one coat of

apoxy primer and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame fabricated

from suitable size iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy coatings in black and

white bends, the detail of symbols 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 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the supervision of Engineer -

in charge.(A) Engineer grade.

44 STOP SIGN:-Providing and fixing sing boards made out of 4.00 One 4676.06

2mm aluminium sheet; size 90 x 90cms. rectangle as per the No

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

reflective 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 75 x 75 x 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 x 45 x 60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer in charge. (A)

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

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

boards made out of 2mm aluminium sheet; size 244 x 122cms, No

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

46 Distance Informatory/ Destubatuib sign: Providing and fixing 2.00 One 10926.57

sign boards made out of 2mm aluminium sheet; size 180 x No

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

47 Village Name / Bump Ahed Sign : 3.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*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

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

48 Hazard Marker sign : 36.00 One 2423.74

Providing and Fixing sign boards made out of 2mm aluminum No

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) Engineer grade

49 Men at work (Folding) sign :-Providing and fixing sign boards 14.00 One 1018.59

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

equilatrel as as per the attached drawing. 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; stand post and frame febricated as per attached

drawing painted with best quality epoxy coatings The details of

symbol or in inscription or numerals as per attached drawing

(A) Engineer Grade

50 Diversion sign board :-Providing & Fixing sign boards made 14.00 One 6798.92

out of 2mm aluminium sheet, size 180 x 60 cms. rectangle as per No

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)

Item Description of Item (With brief specification and reference to

Quantity Unit Rate In Figures Amount

No. book of Specification)

51 Chevron sign :-Providing and fixing sign boards made out of 52.00 One 3619.34

1.5mm aluminium sheet / 3mm ACP (Aluminum composite No

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 blockof 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 3 year outdoor exposure test report from third

party test lab for the product offered shall besubmitted by

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

Four Crore Twenty Two Lakh Seven Thousand Four Hundred Ninety Two Rupees And Fourteen Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below 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………………….………………

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

NOTE: Amount Rs.924336 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