Annual Rate of Improvement Road By Asphalt Road Repairing & New Work Ankleshwar Nagarpalika-Ankleshwar Under Self – Fund/ Grant

NAME OF WORK :- ANNUAL RATE OF IMPROVEMENT ROAD BY ASPHALT ROAD REPAIRING &

NEW WORK OF ANKLESHWAR NAGARPALIKA

LOCATION:- VARIOUS AREA OF ANKLESHWAR TOWN

Quantity UNIT Tender Rate Amount

Number Item Description

Bituminious Road Milling the existing bituminous surface to a

1 depth of 50 mm and Disposal of scarified material with all lead 1.00 Sqmt. 74.57

Scarifying gravelled macadam or bitumen macadam surface

2 cm to 10 cm.depth including stacking useful materials on road 1.00 Sqmt. 39.62

side and disposing off remaining stuff.

Scraping of top surface of road to make it rough such a way that

it didn’t damages the top surface.. The work is including all

labour material and making the top surface clean after scraping.

Box cuting the road surface to proper slops camber for making a

base for road work including removing the excavated stuff and

disposing on the road side slopes as directed upto all lead and

Preparing surface by Brushing with wire brushes for removing

caked mud etc. sweeping with brooms and finally fanning the

cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top surface.

Construction of granular sub-base 150mm thick by providing

coarse graded machine crushed B.T. material satisfying MOST

specification of grading I (B.T. stone aggregate 53 mm to

)including spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method with rotavator

at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

Construction of granular sub-base 150 mm thick by providing

coarse graded machine crushed B.T. material satisfying MOST

specification of grading-II (B.T. stone aggregate 26.5 to

mm - 75 % and 2.36 mm below - 25 % )including spreading in

uniform layer with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

Providing and laying wet mix macadam base course 100 mm

thick using machine crushed B.T. chips as per required

gradation mixing with required optimum quantity of water,

8 conveying the mix to site of work, spreading in to grade and 1.00 Cumt. 962.53

camber with mechanical paver and consolidation each layer with

vibratory roller including cost of material labour plant and

equipment etc. complete.

Supplying of crushed stone aggregate chippings etc. of Machine

Cut stone of following nominal size free of disintegrated pieces

9 deleterious and organic matter ( for Bitumen surface dressing 1.00 Cumt. 643.37

etc.) and grading as per I.R.C. code (ii) 40mm size all lead with

10 Supplying stone dust all lead with all lift 1.00 Cumt. 444.40

Spredding the stone aggregate for roiling and W.B.M. including

11 filling the interstices to required camber and gradient (i) 40mm 1.00 Cumt. 249.75

Spreding blindage or road crust filing the gaps in metel and

levelling to camber and gredient as directed (i) Stone Dust

Rolling and consolidating water bound macadam (Except laterite

and kankar) including watering not exceeding 150mm thickness

13 (main layer including binding materials) including filling in 1.00 Sqmt. 19.73

depresions which occur during the process (B) with Vibrating

Providing and applying evenly priming / tack coat with bitumen

mechanical sprayer using bitumens asphalt 60/70 (VG30) at

the rate of 5.00 Kg/10 sqmt including heating the bitumen

Providing and laying Bitumenous grout base 37.50mm thick

using asphalt of 80/100 (VG10) grade tack coat @

kg./10sqm and using BT stone aggregate as per required

gradation with the asphalt of 80/100 (VG10) grade at the rate of

1.99% i.e. 19.90 kg/mt by weight of Mix including heating and

mixing in drum mix plant transportaing the mix and spreading

the same by paver finisher and consolidation by MOST

specification including cost of all materials fuel, labours, tools

and plant etc. using contracters own drum mix plant etc.

Providing & Laying 50mm thick compacted B.M. for leveling

course with B.T. aggregates at the rate 0.66 Cumt/MT. as per

MORT&H gradation and asphalt of 80/100 (VG10) grade for

tack coat at the rate of 2.50 kg. per 10 Sqmt. Road surface by

mechanical sprayer and for mixing aggregates with asphalt

16 60/70 (VG30) at the rate of 3.4% i.e. 34kg/MT. of total mix 1.00 M.T 3873.35

including heating & mixing in drum mix plant, spreading the

same by paver finisher and consolidation with vibrator roller

including the cost of fuel, hire charges, wood, kerosene, labour

charges etc. by using contraxtor's own machineries and plant

Providing and laying 25mm compacted thick Semidence

Bitumenous concrete using crushed stone B.T. chips as per

required MORT&H gradation and using Bitumen Grade 60/70

(VG30) for mixing at 5.00% by total weight of mix hot laid

17 process using drum mix plant including heating the asphalt and 1.00 M.T 4903.55

aggregates by continuous drum mix plant, transporting the mix

and spreading the same by paver finisher and consolidation with

vibratory roller including fuel, oil, libricant, labour charges etc.

Providing and applying asphalt painting on B.T.surface with

mechanical sprayer using bitumens 60/70 (VG-30) at the rate

18 of 5.00 Kg/10 sqmt and spreading stone dust on painting 1.00 Sqmt. 45.45

surface at the 0.03 Cumt/10 Sqmt.and rolling with smooth

wheeled and pneumatic roller and brushing etc.complete.

Providing and laying 50 mm thick Dense graded bituminous

macadam with tack coat at 2.50 Kg/10 Sq.mt. using asphalt

60/70 (VG-30) grade by mechanical sprayer and using stone

chips as per MORT&H gradation and asphalt 60/70 (VG-30)

grade @ 4.50% (As per mix design)by total weight of mix for

binder by Batching mix plant and spreading the same by sensor

paver finisher and consolidation by vibratory roller including

providing and operating required drum mix plant & machinery

cost of fuel, asphalt, oil, lubricant & labour charges etc.

Providing and laying 40 mm thick compacted Bituminuous

Concrete with tack coat at 2.50 Kg/10 Sq.mt. of asphalt 60/70

(VG-30) by mechanical sprayer and using stone chips as per

MORT&H gradation & VG-30 grade asphalt for mixing @ 5.50%

(As per mix design) by weight of total mix for binder including

heating the aggregate and asphalt by batch mix plant and

spreading the same by sensor paver finisher and consolidation

with vibratory roller including providing all materials, equipments,

tools and plants, oil, kerosene, fire wood, labour charges etc.

Hot Mix Patch :- Supplying bitument sealcoat with

cum/10sqmt & stone chips 6mm size & binder content at the

rate of 4.50% by weight of total mix hot laid process including

heating the asphalt & aggregate by continuous batching

drummix plant, including providing necessary fire wood,

consolidation with lubricants, oil, kerosene, labour charges, hire

charges of riqulred plant & machinery at plant site etc complete.

(Using D.M. Plant)

Renovation of all type of Manhole and House connection

chamber by increasing the average 0.30mt. height at top

including cost of brick masonary, plaster,coping,removing and

refitting of existing frame and cover including all carting and

providing of materials which required for the purpose etc.

complete as directed by engineer in charge.

Renovation of all type of Manhole and House connection

chamber by increasing the average 0.30mt. height at top

including cost of brick masonary, plaster, coping, removing of

existing frame and cover and providing and fixing of precast

manhole frame & cover manufacture, supply and delivery at

23 store or at site of work. Precast RCC M200 Frame & Cover 1.00 No. 2877.49

suitable to drainage M.H. and as per type design and Drawing

including cost of reinforcement, M.S. Angles or flat, curing mold

work etc including all carting and providing of materials which

required for the purpose etc. complete as directed by engineer

Stamp with Signature of Contractor

Ankleshwar Nagarpalika