Providing & Laying Butuminous Road Resurfacing Work Various Area in a Mandvi Nagar Palika Dist. Surat.

Name of work : Providing & Laying Butuminous Road Resurfacing work

Various Area In a Mandvi Nagar Palika, Dist. Surat

It. Quantities Estimated Rates Unit Total

No. estimated Item of work In figure Amount

but may be Rs. according to

1 1.00 Clearing and grubbing road land including uprooting Hectr

rank vegetation grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (A) By

manual means in area of light jungle

2 1.00 Demolition and disposal of unserviceable materials with Cmt

all lead and lift.(i) Lime concrete. / Bituminious Work

3 1.00 Cutting the existing bitu. road surface to proper slope Smt

and camber for making as base for resurfacing of road

work by the help of Small Cold milling machine @

Cutting width 1.00 mt. & depth up to 100.00 mm

4 1.00 Cutting the existing bitu. road surface to proper slope Smt

and camber for making as base for resurfacing of road

work by the help of Big Cold milling machine @

Cutting width 1.20 mt. & depth up to 230.00 mm

5 1.00 Box cutting the road surface to proper slope and camber Cmt

for making as base fro road work including removing

the excavated stuff and depositing on the road side

slope as deirected up to 50 mtr.

6 1.00 Scarifying gravelled macadam or bitumen macadam Smt

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

7 1.00 Providing & laying compacted WBM 75 mm thick Cmt

Grade II Single layer as per MORTH specification

using machine crushed M.C. Metal of size 45 mm to

63mm with using 0.16 Cu.m./10 Sq.m. stone screenings

6mm to 10mm nominal size and binding materials @

0.08Cu.m./10 Sq.m. including spreading in uniform

thickness, watering and consolidation with vibratory

roller etc. complete.

8 1.00 Providing and laying Wet Mix Macadam base course as Cmt

per MORTH specification using machine crushed B.T.

chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation each layer

with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment

9 1.00 Providing and applying primer coat with Bitumen Smt

emulsion (RS-I) on prepared surface of granular base

including cleaning of road surface and spraying primer

at the rate of 7.50 kg/ 10sqmt using mechanical means

as per Technical Specification Clause 502. (Hincol

made only ) (ii) Medium porosity

10 1.00 Providing & laying bituminious base course 37.5 mm MT

thick compacted in single layer asphalt VG-10 grade at

1.99 % by weight of mix for mixing and 2.5kg/10 smt

asphalt VG-10 for tack coat & using B.T. chips of

required gradation including cleaning and heating

asphalt, premix material by drum mix process in proper

gradation and laying with paver finisher including

rolling and consolidation with 8-10 tonne vibratory

roller and providing all material equipment, tools, and

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

complete using contractor's own machinaries, drum mix

plant and paver finisher etc. complete.

11 1.00 Providing laying and rolling of 50 mm thick bitumenous MT

mecadam with 0.66 cum stone chips as per gradation

per one metric ton using the asphalt grade (60/70) VG-

30 at 34 kg per M.Ton ( i.e. 3.40% ) of total mixing and

for tack coat at the rate of 2.5kg /10 Sqmt on B.T.

surfce including heating and mixing in drum mix plan,

spreading the same with paver finisher and

consolidation with vibratory roller including necessary

firewood, oil, lubricants. labour charges etc. using

contractor's own drum mix plant and equipment, tool etc

completed in accordance with the requirement of

12 1.00 Providing and laying 25mm thick compacted semi dense MT

bituminous concrete with B.T. aggregate as per MORT

& H gradation & specification & Bitumen for tack coat

2.5Kg./10 Sq.m. and mixing asphalt grade (60/70) VG-

30 at 50.00Kg./M.T. i.e. 5.00% by weight of total mix

including heating the aggregate and asphalt by

contineous batching of Drum mix plant and spreading

the same by paver finisher and consolidation with

vibrator roller and power roller including providing all

materials, equipements, tools, and plants oil, kerosene,

firewood, labour charges etc. comp. using contracter's

own machinaries drum mix plant and paver finisher etc.

13 1.00 Painting the BT surface with bitumen of grade VG-30 Smt

(60/70) including cleaning the surface using wire

brushes and air compressor and then applying the

bitumen @ 5.00 kg/10 sqmt with mechanical sprayer

and flushing fine clean sand @ 0.03 cum/10 sqmt over

the asphalt painted surface including the cost of

material, transportation, royalty charges, heating of

bitumen, hire charges of air compressor, sprayer and all

type of labours & materials etc. complete as directed by

engineer in charge etc. complete.

14 1.00 Road marking with hot applied thermoplastic paints Smt

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:352015.The finished surface to be level, uniform

and free from treaks 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.

15 1.00 Supplying and fixing cat eye (Make Stimsonite) made Nos

out from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm) provided

with bituminous adhesive 100g. with each unit for

fixing. (Engineer grade)

16 1.00 Providing and laying, Stacking, Spreading Granular Sub Cmt

Base Grade I on road side for hard side shoulder of

work as per specification by providing course graded

material conforming to Table 400-2 of MOST

specification of grading II,using material combination

of crushed aggregate, stone dust etc. as required

gradation including spreading,watering & consolidation

by vibratory roller in grade and camber as directed.

Signature of Bidder Chief Officer

Mandvi Nagar Palika