Maintenance and Restoration work of road patch of Narmada Main Canal between ch.293.501 km to 333.589 km

1.0 BILL OF QUANTITIES

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

Item Description of Item (with brief specification and reference

Qty. unit Rate Amount

No to book of specifications)

Scarifying gravelled macadam or bitumen macadam surface

1 cm to 10 cm. depth including stacking useful materials on

roadside and disposing off remaining stuff.

Excavation for outer opend rain and cross drains beyond

earthen dam toe in all types of soft and hard strata including 3900.00 Cum. 73.76

sorting, stacking and spreading useful and unuseful materials as

required up to a lead of 200 m and all mts etc. complete.

Providing, laying spreading and compacting graded stone

aggregate to Wet Mix Macadam specification including

premixing the material with water at OMC in mechanical mixer

(pug Mill), carriage of mixed Material by tripper to site, laying 4095.00 Cum. 1558.00

in uniform layers in sub base/base course on a well prepared

sub-base and compacting with smooth wheel roller of 80 to

kN weight to achieve the desired density including lighting,

barricading and maintenance of diversion, etc

Providing & laying 50 mm thick compacted bituminous

macadam using B.T. chips (As per MORTH&H required

gradation) and mixing binder asphalt of grade (VG 30) at rate

of 3.40 % by total weight of premix for using emulsion asphalt

(RS - 1) for tack coat @ 2.50 kg / 10 m2 and mixing by

4 contractor’s own 75 TPH continuous batch mix plant &

machinery process and laying by sensor paver finisher

including consolidation with vibratory roller 8 to 10 tonne etc.

and providing and operating plant & machinery fuel, oil,

lubricant, cost of all materials and labour charges including

flushing stone dust etc. complete.

Providing &laying 25 mm thick semi dense Bituminous

concrete using B.T. chips as per MORT&H required gradation

by drum mix hot laid process using asphalt of grade 80/100 @

50 kg/MT i.e.(VG 30) for mixing 5% by total weight of premix

and laying emulsion (RS -1) tack coat @ 2.0 kg / 10 m2

including heating the asphalt and aggregates by contractor’s

5 own drum mix plant and machinery, transporting the mix and

spreading the same with paver finisher and consolidation with

power roller of 8 T to 10 T including providing and laying

uniformly tack coat, operating plant & machinery equipment

including cost of all materials asphalt, aggregate, fuel, oil,

lubricants, labour charges and flushing of stone dust etc.

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