Road

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Box cutting the road surface to proper slope and 574.20 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

2 Suplying and stacking of Hard Murrum for side 356.40 One 448.44

shoulder including spreading etc.Complete Cum

3 Providing and laying Spreading and Compacting 593.35 One 1108.28

B.T.M.C. stone aggregate of 63 mm to 45mm size to Cum

WBM' II 150mm thick 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

Providing type- A [13.20

and laying mm agg.]

cement concrete 1:3:6 (1-Cement 411.51 One 3754.17

: 3- coarse sand : 6- stone aggregates 40 mmnominal Cum

size) and curing complete including cost of formwork

in Foundation. [PCC]

5 Demolition including stacking of serviceable materilas 1089.00 One 1082.35

and disposal of unserviceable materials with all lead Cum

and lift. (i) R.C.C. work

6 Providing and fixing in position FE 500D TMT bar 13.24 One 73243.02

reinforement including cutting, bending and tying MT

complete as per detailed drawings.(A) RCC Kerb (B)

RCC Footpath (C) RCC Approch slab (D) Wearing

7 Construction of concrete road using tremix system 756.25 One 5670.14

with controlled C.C. M-250 concrete using fixing and Cum

removing 'C' 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]

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

No. reference to book of Specification) Figures

8 Road marking with hot applied thermoplastic paints 256.00 One 367.72

with reflectorising glass beads on bitumen surface Sqm

providing and 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/centre line/edge line/cut Patta. The white colour

marking should provide luminance coefficient on

cement road shall be min 130 mcd/m2/lux and

Asphalt road shall be min 100 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.

9 Cat Eye / Road Stud / RPM: Supplying Raised 171.00 One 217.40

Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with Micro

prismatic lens (No Glass bead 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 D DO III Dt 11.06.

1997. The height, width and length shall not exceed

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 body of the

marker should having finger grip for easy and

accurate placement and application with

epoxy/bituminous Adhesive as recommended by the

manufacturer of the marker. The colour of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

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

No. reference to book of Specification) Figures

10 Cautionary Warning Sign: Providing and fixing sign 7.00 One 3808.66

boards made out of 2mm aluminium sheet; size 90 x No

90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phosphating 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; 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 foreach 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 60 Cms. for

each leg. Including excavation, curing etc. Complete

under the supervision of engineer in charge. (A)

Engineer Grade (VR)

11 STOP SIGN:-Providing and fixing sing boards made 3.00 One 4676.06

out of 2mm aluminium sheet; size 90 x 90cms. No

rectangle as per the 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 refiective 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 75x75x6mm 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)

Engineer Grade (VR)...

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

No. reference to book of Specification) Figures

12 Village name/ Bump Ahed sign :-Providing and fixing 3.00 One 5045.36

sign boards made out of 2mm aluminium sheet: 1.0 No

size 90 x 60cms. 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 reflective 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 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 (VR)

Ninty Lakh Fourty Eight Thousand Seven Hundred Twenty Rupees and Thirty Eight 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

* 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