Resurfacing and strengthening of Road between ch. 77160 feet to 100860 feet. of GBC of DRP main Canal.

It. No. Quantity Unit Amount in Rs.

reference to book of specifications) Rs.

1 Clearing and grubbing road land including uprooting rank 3.06 Ha. 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By mechanical

means in area of light jungle.

2 Providiing and laying 37.50 mm thick bitumeanous grout in 29371.00 Sq.mt. 149.50

one layers using bitumen Tack Coat at the rate of

kg./per 10 smt. On BT Surface (as per IRC-16) with

spreading stone Aggregate at the rate of 0.50 cum/10

sq.mt.(22.4 to 53 mm) & 0.13 cmt/10 sq.mt. (10 to 20 mm)

and spreying bitumen at the rate of 15 kg/10 SQ.mt. of key

aggregate on top accordance with the requirment of

specification including cost of stone aggregate, bitumen,

consolidation with roller, necessary firewood oil,

Lubricants, Labour charges, machineries. tools etc.

3 Providing & laying 50 mm thick compacted D.B.M. with 2994.00 MT 2959.81

B.T. stone aggregates as per MoRT&H gradation &

specification with bitumen VG-30 for mixing at the rate of

45.0 kg./M.T. by weight of total mix i.e.( 4.5% by weight of

total mix ) including heating the asphalt & agreegates by

contineous batching batch mix plant & spreading the same

by paver finisher including rolling & consolidation with 10-

12 tones vibratory and power roller & providing all

materials,equipments,tools & plants,fire

wood,oil,kerosene,labour charges etc.and using

contractors own machinaries batch mix plant & paver

finisher etc.comp.

4 Providing, Laying and rolling of 27 mm thick compacted 1114.00 MT 3198.84

mix seal surface with BT and aggregate as specified using

bitumen for mixing with aggregate at the rate of 5.10% i.e.

51.00kg/MT of total mix inclusive heating and mixing in

drum mix plant and spreading the same by paver finisher

and compaction as per MOST specification including cost

of all material, fire wood, oil, lubricant, fuel, labours, tools

and plants etc. including flushing of sand 0.3 cum/

sq.mt. etc. completed in accordance with requirment of

specification.

5 Providing and laying Ashphalt painting on B.T. surface 27211.00 Sq.mt. 26.73

with grade VG-10 at rate of 5 kg./ 10sq.mt. by mechanical

spreyer and spreading the stone dust on prepared surface

at the rate of 0.03 cu.mt./10 sq.mt. and rolling with smooth

wheeled pnumatic roller and brushing etc. completed.

6 Road marking with hot applied thermoplastic paints with 1440.00 Sq.mt. 367.72

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

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.

Description of Item (with brief specification and Rate in

It. No. Quantity Unit Amount in Rs.

reference to book of specifications) Rs.

7 Providing and laying foundation concrete of proportion 206.00 Cmt. 3424.30

as under by using cement, sand and machine crushed

coarse aggregate laid in situ including necessary

temping smooth finishing, watering and curing as

directed with all leads and lifts etc. complete.(a) P.C.C

8 Earth work in embankment for strenthing of banks from 3225.00 Cmt. 88.00

borrow pits in all sorts of soil and soft murrum or other

suitable strata as directed including breaking the clods and

dressing to the design sections including cutting the proud

section with lead as under and all lift including site clearing

etc. complete. (a) 200 to 1000 mt.

9 Dry rolling of earth work with light rollers (upto 2 ton 3225.00 Cmt. 6.10

capacity) as directed with all lifts etc. complete

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division