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 0.60 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 573.00 One 169.27

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

(E) from borrow area within land width from 3 km lead.

3 Box cutting the road surface to proper slope and camber for 1769.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed.

4 Scarifying gravelled macadam or Bitumen macadam surface 3582.00 One 41.60

6cm to 10cm depth including stacking useful materials on road Sqm

side and disposing off remaining stuff.

5 Providing and laying compacted W.B.M. 100 mm thick (Grade - 538.00 One 1533.89

I) of size of 90-45 mm And stone screening Of Size 13.20 mm Cum

Machine crushed BT metal With binding materials at

0.08Cum/10Sqm including spreading, watering and

consolidation by vibratory roller etc. complete.

6 Providing, laying, spreading and compacting graded stone 359.00 One 1327.14

aggregate to wet mix macadam specification including Cum

premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, laying in

uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density.

7 Rolling & Watering of earthwork in layers with Vibratory roller 573.00 One 22.95

80 to 100 KN static wright including filling in depression which Cum

occur during the process as directed.

8 Providing, laying And rolling 50 mm thick compacted 394.00 One 3569.98

Bitumeneous Macadam (B.M.) in one layer with B.T. MT

aggregates as specified and using RS-1 Emulsion for tack coat

at the rate of 4.00 Kg 10Sqm. on B. T. Surface (As per IRC- 16)

and using bitumen for mixing with aggregate at the rate of

3.40% i.e. 34.00 kg MT of total mix, including heating and

mixing in Drum mix plant and spreading the same by Paver

finisher and consolidation with Vibratory roller including cost

of Hire charges, firewood, fl, Lubricants, labour charges, etc.

Drum mix plant, machineries and equipment, tools etc.

complete in accordance with the requirement of specification

9 Providing, laying and rolling of 20mm thick compacted mix 165.00 One 4408.99

seal surface with B.T. and aggregate as specified using bitumen MT

for mixing with aggregate at the rate of 5.10% i.e. 51.00 Kg/MT

of total mix, including heating and mixing in drum mix plant

and spreading the same by paver finisher and consolidation

with vibratory roller including necessary firewood, oil,

lubricants, labour charges drum mix plant, machineries and

equipment, tools etc. including flushing of sand 0.30 Cum/10

Sqm etc. complete in accordance with the requirement of

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

No. book of Specification)

10 Excavation for foundation in sand, gravel, clay soft soils and 172.00 One 511.11

murrum etc. including shoring, strutting dewatering as Cum

necessary and disposing of the excavated stuff as directed.(A)

Depth upto all and lead 3.0M lead upto 100m for 10 Cum

11 Providing and filling in foundation with ordinary cement 581.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

12 Providing and casting in situ Controlled cement concrete M- 71.00 One 5406.28

250 for wearing coat laid as directed incuding. tamping, Cum

vibrating, curing and finishing, curing and filling in joints with

bitumen complete.

13 Providing and laying in Position FE 500D TMT bar 3.000 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) R.C.C. Returns

14 Providing and Fixing in position FE 500/ 500D TMT bar 21.400 One 73243.01

reinforcement including cutting, bending and tying complete MT

as per detailed drawaing (A)RCC kerb (B) RCC Footpath (C)

RCC Approch Slab (D) Wearing coat.

15 Filling available excavated earth (excluding rock ) in trenches 270.00 One 136.91

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

depth consolidating each deposited layer by ramming and

16 Supplying and fixing reinforced concrete heavy duty 25.00 One 659.99

nonpressure pipes with collars for culverts carrying heavy Rmt.

traffic as per IS 458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.I)300mm. Dia

17 Providing Temporary diversion suitable for traffic during the 255.00 One 734.80

construction period of the bridge / CD work by levelling Rmt.

existing ground and supplying and spreading Hard Murrum

in layear etc complete as per specification

18 Providing & casting in situ ordinary cement concrete M-150 259.00 One 3921.63

mix and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.Height from 0.0 mt. to 5.0 mt.

19 Providing & Cating in situ controlled cement concrete M-250 1074.00 One 5907.22

mix with trimix C.C. Road laid as directed including temping, Cum

vibrating, finishing, curing and filling joint with bitumen etc as

Directed and aprroved by engineer in charge.

20 Providing and fixing Hectometer of precast C.C. 1:2:4 including 8.00 One 356.49

necessary reinforcement as per I.R.C. type design incl. painting, No

lettering and etc complete (ll) Fixing in C.C. 1:5:10

21 Providing and fixing Guard stone as per I.R.C. type design 107.00 One 213.79

including white washing etc. complete. fixing C.C. 1:5:10 No

22 Providing and fixing ordinary Kilometer stone of pre-cast 2.00 One 704.33

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

design in C..C. 1:4:8 including painting lettering etc. complete.

23 Providing and fixing Indicator stone of approve stone as per 100.00 One 343.26

I.R.C. type design in C.C. 1:4:8 including white washing etc. No

complete fixing in C.C. 1:5:10

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

No. book of Specification)

24 Supplying and fixing Road sign of M.S. plate and angle iron 8.00 One 3072.98

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

25 Citizen information Boars. Providing and fixing of Typical 1.00 One 8560.26

information board as per instruction Two ACP sheets of 3mm No

thick of 900mm x 750mm size fixed at top & bottom duly

rivetted with MS angles of 25 x 25 x 5mm thick MS angle shall

be welded by two vertical M.S. angleof 5mm thick to 75mm x

75mm pf 12SWG square tubes posts duly embeded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750mm

below ground level. The letters and figures of any shade

reflectorised with High Intensity Prismatic Grade Retro

Reflective Sheeting of TYPE-4 as per ASTM D-4956 and latest

MORD specification; All sections of framed posts and sheet

tube will be painted with primer and two coats of epoxy paints

as per drawing Clause 1701 annexture 1700.1(10.16) (A) Class-B

High intensity Grade Retro Reflective Sheeting.

26 Village Name / Bump Ahed Sign : 2.00 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

27 Hazard Marker sign : 4.00 One 2423.73

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 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

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

No. book of Specification)

28 Chevron sign :-Providing and fixing sign boards made out of 4.00 One 3711.75

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

One Crore Fifty Eight Lakh Forty Thousand One Hundred Fifty Four Rupees And Seventeen 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……………………

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

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-1 Junagadh