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 837.00 One 169.27

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

from borrow area within land width from 3 km lead.

3 Box cutting the road surface to proper slope and camber for 698.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed up to all

4 Scarifying graveled macadam or Bitumen macadam surface 5232.00 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 - 232.00 One 1628.82

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 524.00 One 1420.68

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 837.00 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 576.00 One 4010.20

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

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.

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

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

9 Providing, laying and rolling of 20mm thick compacted mix 241.00 One 5011.46

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

10 Providing and filling in foundation with ordinary cement 232.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

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

No. book of Specification)

11 Providing and casting in situ Controlled cement concrete M- 33.00 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.

12 Providing and Fixing in position FE 500/ 500D TMT bar 10.000 One 73243.01

reinforcement including cutting, bending and tying complete as MT

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

Approch Slab (D) Wearing coat.

13 Filling available excavated earth (excluding rock ) in trenches 118.00 One 136.91

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

depth consolidating each deposited layer by ramming and

14 Supplying and fixing reinforced concrete heavy duty 20.00 One 666.88

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

15 Demolition including stacking of serviceable materilas and 18.00 One 1082.34

disposal of unserviceable materials with all lead and lift. (i) Cum

16 Providing & Cating in situ controlled cement concrete M-250 464.00 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.

17 Providing and fixing Hectometer of [recast 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

18 Providing and fixing Guard stone as per I.R.C. type design 89.00 One 213.79

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

19 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.

20 Providing and fixing Indicator stone of approve stone as per 93.00 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

21 Providing and fixing Road sign of M.S. plate and angle iron 12.00 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.

22 Citizen's information Board. Providing and fixing of typical 1.00 One 8560.26

MMGSY information board as per instruction. Two ACP sheets No

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.

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

No. book of Specification)

23 Road marking with hot applied thermoplastic paints with 370.00 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 mcd/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.

24 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 412.00 One 326.23

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-

25 Village Name / Bump Ahed Sign : 1.00 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)

26 Hazard Marker sign : 2.00 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

27 Chevron sign :-Providing and fixing sign boards made out of 10.00 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 Six Thousand Nine Hundred Ninety Seven Rupees And Eighty Four 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 the tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-1 Junagadh