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 0.35 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 250.00 One 157.91

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

(C) from borrow area within land width from 1 km lead, and

should have CBR not less than 6.00%

3 Earthwork in cutting in all sorts of soil and soft Murrum 682.00 One 134.12

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

4 WBM Grading 2 Providing, laying, spreading and compacting 19.00 One 1420.26

stone aggregates of 63 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages

to proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required density .

5 Rolling and Watering of earthwork in layers with vibratory 323.00 One 22.95

roller including filling in depression which occur during the Cum

process and Watering of earthwork as directed.

6 Providing, laying and rolling 37.50mm thick compacted 349.00 One 2704.07

Bitumeneous Macadam (B.M.) with B.T. aggregates as par MT

MORTH specification and Emulsion RS1 (Bulk) for tack coat at

the rate of 2.50 Kg/10Sqm on B.T. surface (As per IRC-16) with

mechanical sprayer and bitumen grade VG-30 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 necessary including cost of hire

charges, fire wood, oil, lubricants, labour charges, etc. by using

contractor's own drum mix plant, machineries and equipment,

tools etc. complete in accordance with the requirement of

7 Providing, laying and rolling of 20mm thick compacted mix 196.00 One 3163.11

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

bitumen 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, using contractor's

own drum mix plant, machineries and equipment, tools etc.

including flushing of sand 0.27 Cum/10 Sqm etc. complete in

accordance with the requirement of specification

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

No. book of Specification)

8 Excavation for foundation upto 1.5 m depth including sorting 42.00 One 253.88

out and stacking of useful materials and disposing of the Cum

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

9 Excavation for foundation upto 1.5m depth including sorting 31.00 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

10 Providing and filling in foundation with ordinary cement 21.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

11 Providing and laying in Position FE 500/500D TMT bar 0.550 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

12 Filling available excavated earth (excluding rock ) in trenches 73.00 One 136.91

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

depth consolidating each deposited layer by ramming and

13 Supplying and fixing reinforced concrete heavy duty 22.50 One 3469.25

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)900mm. Dia

14 Providing & casting in situ ordinary cement concrete M-150 68.00 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.

15 Providing and fixing Hectometer as per IRC type design incl. 4.00 One 356.49

painting, lettering etc. fixing in C.C. 1:5:10. No

16 Providing and fixing Guard stone as per I.R.C. type design 120.00 One 213.79

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

17 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.

18 Providing and fixing Indicator stone of approve stone as per 49.00 One 102.84

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

complete fixing in earth

19 Supplying and fixing Junction Boards of M.S. plates and 1.00 One 5236.69

angles as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with No

necessary excavation painting, figuring, lettering on boards

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

No. book of Specification)

20 Citizen's Information Board- Providing and fixing of typical 1.00 One 7399.26

MMGSY information board as per instruction. Two M.S. No

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

(10.16). (A) Class-B high intensity grade retro reflective

21 Road marking with hot applied thermoplastic paints with 231.00 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.

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

No. book of Specification)

22 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 240.00 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-

23 Village name Sign:-Providing and fixing sign boards made out 5.00 One 6397.43

of 2mm aluminium sheet/4mm ACP (Aluminum composite No

Panel); size 90x60 cms. rectangular as per design of IRC67-

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 D4956 and latest M.O.S.T.Specifications; 3.3mtr 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 of 35 x 35 x 3mm; 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 be submitted by

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

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

No. book of Specification)

24 Sign board per Square Meter :-Providing and fixing sign 4.00 One 7894.01

boards made out of 2mm aluminium sheet / 4mm ACP No

(Aluminum composite Panel); size 1 meter x 1meter 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 D4956 and latest M.O.S.T.Specifications; 4 mtr long

stand post (2 Nos.) of Iron Angle 75 x 75 x 6mm/65NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50x50x5mm; 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 be submitted

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

Twenty Five Lakh One Thousand Six Hundred Thirty Seven Rupees And Thirty Seven 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 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

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-1 Junagadh