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 0.20 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 Box cutting the road surface to proper slope and camber for 375.00 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

3 Providing and laying compacted W.B.M. 100 mm thick (Grade - 157.00 One 1574.62

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.

4 Excavation for foundation upto 1.5 m depth including sorting 120.00 One 253.88

out and stacking of useful materials and disposing of the Cum

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

5 Excavation for foundation in sand, gravel, clay soft soils and 26.00 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

6 Providing and filling in foundation with ordinary cement 190.00 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

7 Providing and laying weep hole in Abutment and returns by 315.00 One 61.46

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

jointing the complete as per detailed specification

8 Providing and laying in Position FE 500 / 500D TMT bar 2.120 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

9 Providing and Fixing in position FE 500/ 500D TMT bar 5.540 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.

10 Filling around the pipes with murrum including dressing, 82.00 One 86.03

tampering etc. complete. Cum

11 Filling available excavated earth (excluding rock ) in trenches 514.00 One 136.91

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

depth consolidating each deposited layer by ramming and

12 Supplying and fixing reinforced concrete heavy duty 5.00 One 692.93

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

13 Supplying and fixing reinforced concrete heavy duty 7.50 One 5765.86

nonpressure pipes with collars for culverts including setting Rmt.

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

class NP3 of following internal daimeters.I)1200mm. Dia

14 Demolition including stacking of serviceable materilas and 262.00 One 1082.34

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

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

No. book of Specification)

15 Providing & casting in situ ordinary cement concrete M-150 296.60 One 3921.63

mix and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.

16 Providing & Cating in situ controlled cement concrete M-250 314.00 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 2.00 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 36.00 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 1.00 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 21.00 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 Supplying and fixing Road sign of M.S. plate and angle iron 4.00 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 No

sheets 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 75 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

(10.16). (A) Class-B High intensity Grade Retro Reflective

23 Road marking with hot applied thermoplastic paints with 82.00 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)

24 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 92.00 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-

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

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

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

No. book of Specification)

27 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

Fifty One Lakh Two Thousand Eight Hundred Sixty Seven Rupees And Nineteen 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 88200 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-1 Junagadh