MAINTENANCE AND REPAIRS TO ROADS (ASPHALT PATCH WORK) UNDER THE JURIDICTION OF R & B (P) SUB DIVISION PATAN. 2026-2027

Item Quantities item of work Tendered Rates Unit Total amount

Item Quantities item of work Tendered Rates Unit Total amount

estimated Qty SFDGL AFAT In Figure V[SD according to

may be more Rs. Ps estimated

No. or less quantities

AFAT V\NFHL HyYF VG];FZ

1 1.00 Providing and laying 37.50 mm thick open graded Bituminous 4629.57 MT

grouting with B.T. aggregate 0.66 Cum/10 Smt and using asphalt

grade VG-30 for mixing at the rate of 1.99 % . ie 19.90 Kg / M.T. of

total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on B.T.

surface including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting and spreading Manually and

consolidation with Kuba . including providing all materials,

equipments, tools and plant, oil, kerosene fire wood labour charge

etc comp. using contractors own machinaries , drum mix plant &

equipment etc .comp.

2 1.00 Providing and laying 37.50 mm thick open gradedBituminous 4859.34 MT

grouting withB.T. aggregate 0.66 Cum/10 Smt (0.50 Cum /10 Smt

coarse aggregate & 13 Cum / 10 smt key aggregate )and using

asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg /

M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on

B.T. surface including heating the asphalt and aggregate by

continuous batching drum mix plant, transporting and spreading

the same by paver finisher and consolidation with vibratory roller .

including providing all materials, equipments, tools and plant, oil,

kerosene fire wood labour charge etc comp. using contractors own

machinaries , drum mix plant & equipment and paver finisher etc

3 1.00 Providing and laying 37.50 mm thick open gradedBituminous 3384.76 MT

grouting withB.T. aggregate 0.66Cum/10 Smt (0.50 Cum /10 Smt

coarse aggregate & 13 Cum / 10 smt key aggregate )and using

asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg /

M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on

B.T. surface including heating the asphalt and aggregate by

continuous batching drum mix plant, . including providing all

materials, equipments, tools and plant, oil, kerosene fire wood

labour charge etc comp. using contractors own machinaries , drum

mix plant & equipment etc .comp. (At Plant site, transporting to

work site & spreading will pay seperetely.)

4 1.00 Providing and laying 37.50 mm thick compacted Bituminous 5987.11 MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)

including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting th mix material and

spreading the same Manually and consolidation with Kuba .

including cost of fuel ,hire charges, fire wood , kerosens, labour

charge etc & with contractors own machinaries , drum mix plant &

equipment etc .comp.

5 1.00 Providing and laying 37.50 mm thick compacted Bituminous 4451.40 MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)

including heating the asphalt and aggregate by continuous

batching drum mix plant, . including cost of fuel ,hire charges, fire

wood , kerosens, labour charge etc & with contractors own

machinaries , drum mix plant & equipment and etc .comp.(At Plant

site, transporting to work site & spreading will pay seperetely.)

6 1.00 Providing and laying Asphalt painting on BT Surface with bitumen 80.85 Sq.mt

grade VG-30 at the rate of 5 kg per 10 Sq.M by mechanical sprayer

and spreading the stone dust on prepared surface at the rate of

0.30 Cu.M. per 10 Sq.M etc complete and rolling with PTR roler

and brushing etc complete

7 1.00 Providing and laying 37.50 mm thick compacted Bituminous 6216.88 MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)

including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting th mix material and

spreading the same by paver finisher and consolidation with

vibratory roller of 80 KN to 100 KN static weight . including cost of

fuel ,hire charges, fire wood , kerosens, labour charge etc & with

contractors own machinaries , drum mix plant & equipment and

paver finisher etc .comp.

8 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 6869.84 MT

Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for

mixing at the rate of 4.50 % weight of total mix including heating

the asphalt and aggregate by continuous batching drum mix plant

and transporting the mix material & spreading Manually and

consolidation with Kuba and flushing sand @ 0.30 Cum / 100 Smt

. including cost of fuel ,hire charges, fire wood , kerosens, labour

charge etc & with contractors own machinaries & drum mix plant

9 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 7099.61 MT

Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for

mixing at the rate of 4.50 % weight of total mix including heating

the asphalt and aggregate by continuous batching drum mix plant

and transporting the mix material & spreading the same by paver

finisher and consolidation with vibratory roller of 80 KN to 100 KN

static weight and flushing sand @ 0.30 Cum / 100 Smt . including

cost of fuel ,hire charges, fire wood , kerosens, labour charge etc &

with contractors own machinaries & drum mix plant etc .comp.

10 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 7756.84 MT

as wearing course with specified graded machine crushed

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt

in drum mix plant transporting the mix material on tipper and laying

with paver finisher to the road level and rolling with vibratory roller

of 80 to 100 KN static weight including providing equipment tools

and plants, fire wood, lubricant, kerosine,oil, labour charges using

contractors own Machinaries drum mix plant and paver finisher (

11 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 7527.07 CMT

as wearing course with specified graded machine crushed

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt

in drum mix plant transporting the mix material on tipper and laying

with Manually and consolidation with Kuba and flushing sand @

0.30 Cum / 100 Smt . including cost of fuel ,hire charges, fire wood

, kerosens, labour charge etc & with contractors own machinaries

& drum mix plant etc .comp. ( R.A.)

12 1.00 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 2572.97 CMT

mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone

dust as filler including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight. 75 mm thick

13 1.00 Providing laying spreading and compacting 150mm thick granular 1950.31 CMT

sub base (G.S.B.) with specified material MC BT Metal of size

to 26.5mm 35%, 26.5mm to 4.75mm 45% and below 2.36mm

stone dust 20% mix (Grade-I) having C.B.R. not less than 30 incl.

mixing the material at OMC at site and spreading in uniform layer

base and compacting with power roller to achieve the desired

density incl. all materials, labour and machinery, lighting guarding,

bracketing and maintenance of diversion etc. complete as per

MORT&H clause 401.12.50 (R.A.)

14 1.00 Providing hard side shoulder of 100 mm thick for embankment 1356.67 Cum

using quarry spall with all lead and lift and including watering and

rolling and consolidation of sub grade in layers at OMC to required

dry density including filling depression which occur during the

process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than

15 1.00 Providing and laying 100 mm avg. thick wet mix macadum 2566.53 Cum

(W.M.M.) GR-II using machine crushed black trap aggregate of

to 50 mm size in the material with water OMC in mechanically mix

(pug mill) carriage of mix material by contractors own tipper to site

of work including laying, spreading and compacting in sub base,

base course on well prepared under base of compacting as per

MOST Specification to achieve the desired density (RA)

16 1.00 Supplying and stacking of hard morrum/sand/yellow earth/ binding 517.38 Cu.M.

materialapproved quality on road site including royalties & filling

measure boxes with all lead and lift etc. road work (R.A)

17 1.00 Spreading the binding material on road crust filling the gaps in 162.22 Cu.M.

metal and leveling to camber and gradient as directed.(S.O.R.

18 1.00 Supplying and stacking of machine crushed stone coarse 1938.25 Cu.M.

aggregate chippings etc of hard stone of size 45mm to 63mm size

free of disintegrated pieces,deleterious and orgenic matter

including royalties & filling measure boxes with all lead and lift etc.

completed for road work

19 1.00 Spreading the stone aggregate for rolling and W.B.M. including 274.73 Cu.M.

filling the interstices to required camber and gradient (excluding

spreading of Blindage)(ii) 40mm to 63mm size aggreagates

I / We am / are willing to carry out the work at _______________________________________ % above /

below percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our

tender works out as under :

Estimated amount put to…................................... Estimated amount put

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Road & Building (P) Sub Division Road & Building (P) Division