Providing Asphalt Road for Nikol village to H.R. gate of Nikol Bandhara at Mahuva, Dist. Bhavnagar

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

e Description of Item (with brief

m specification and reference to Quantity Unit Amount

N book of specifications)

Clearing and grubbing road land including

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to

1 mm removal of stumps of trees cut earlier 0.50 Hectares 28455.09

and disposal of unserviceable materials (C)

By mechanical means in area of light

Providing and laying speading and

compacting graded stone aggregate to

Wet Mix Macadam(WMM) in two layer as

per specification and drawing including

premixing the Material with water at OMC

2 in mechanical mix plant carriage by tipper

to site,laying in unifrom layer in sub- 710.78 Cum

base/base course on well prepare surface

and compacting with vibrator rollar to

achive the desired density

Providing and Laying bitumeneous grout

37.50mm thick using bulk emulsion RS1 for

tack coat at the rate of 4.00 Kg/10 Sqm on

WMM surface and using BT chips for

required gradation with the asphalt of

grade VG-30 at the rate of 1.99% i.e.

Kg/MT by weight of mix including heating

3 and mixing in drum mix plant, transporting 329.06 MT 2269.31

the mix and spreadingthe same by paver

finisher and consolidation as per MOST

specification including cost of all

Materials, fuel, labours, tools and plants

etc. using contractor's own drum mix plant

Providing, laying and rolling of 25mm thick

using asphalt viscosity grade of VG-30

open graded premix bituminous carpet

with BT aggregate as specified and using

bulk emulsion RS1 for tack coat at the rate

of 2.50 Kg/10 Sqm on BT surface (As per

IRC-16) and using bitumen for mixing with

4 aggregate at the rate of 3.36% i.e. 33.60 230.35 MT

Kg/MT of total mix including heating and

mixing in drum mix pant, spreading the

same with paver finisher and consolidation

with vibratory roller includng necessary

firewood, oil lubricants, labour charges

etc. using equipment, tool etc. completed

in accordance with the requirement of

Providing and laying sealcoat using asphalt

viscosity grade of VG-30 with BT aggregate

as specified using aggregate at the rate of

0.18 Cum/10 Sqm and bitumen for mixing

with aggregate at the rate of 4.50% i.e.

45.00 Kg/MT of total mix including heating

and mixing in drum mix plant and 119.67

spreading the same by paver finisher and

consolidation with vibratory roller

including necessary using contractor's

own drum mix plant, machineries and

equipment, tools etc. complete in

accordance with the requirement of

Providing and laying asphalt painting on

B.T. surface with bitumen VG-30 at rate of

6 5 Kg/10 sqmt. of bitumen and spreading 4387.50 Sqmt 30.34

stone dust on painting surface at the rate

of 0.03 Cu.mt /10 Sqmt.

Providing murrum including spreading the

same and dressing the side slope & top

7 surface in required grade and camber with Cum 315.39

lead upto 15.0 km etc complete.

Providing and fixing guard stone as per

8 I.R.C. type design including white washing 78.00 Each 350.80

etc. complete.(ii) Fixing in C.C. 1:5:10

Road marking with hot applied

thermoplastic paints with reflectorising

glass beads on bitumin surface 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/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 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.

Cautionary Warning Sign :-Providing and

fixing sing board made out of 2 mm

10 aluminium sheet: Size 90*90**0cms. 1.00 No 3808.65

quilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required; painted with bestquality

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)

Cat Eye / Road Stud / RPM: Supplying of

Molded Twin Shanks Raised Pavement

Markers made of polycar-bonate and ABS

moulded body and reflective panels with

micro prismatic 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

mm and with minimum reflective area of No. 326.23

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 +/-

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-charge.

Providing and fixing Hectometer as per

I.R.C. type design including painting,

12 lettering etc. complete.(ii) Fixing in C.C. 12.00 Nos. 356.50

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 out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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.: No. MIS 102010/17/K1, dtd. 30/07/2018 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

i.e. RS 5449.00/MT mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division Bhavnagar Irrigation Project Division

Mahuva Bhavnagar

Signature of Contractor