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

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 In words 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 2972.22 Rupees Two Thousand MT

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

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

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

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 3152.76 Rupees Three Thousand MT

grouting withB.T. aggregate 0.66 Cum/10 Smt (0.50 Cum /10 Smt One Hundred Fifty Two

coarse aggregate & 13 Cum / 10 smt key aggregate )and using And Paise Seventy Six

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

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 2717.83 Rupees Two Thousand MT

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

coarse aggregate & 13 Cum / 10 smt key aggregate )and using And Paise Eighty Three

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

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 3557.26 Rupees Three Thousand MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Five Hundred Fifty Seven

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 And Paise Twenty Six Only

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

5 1.00 Providing and laying 37.50 mm thick compacted Bituminous 3304.48 Rupees Three Thousand MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Three Hundred Four And

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Paise Forty Eight Only

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 45.67 Rupees Forty Five And Sq.mt

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

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 3737.80 Rupees Three Thousand MT

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

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Seven And Paise Eighty

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

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

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

8 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 3997.16 Rupees Three Thousand MT

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

mixing at the rate of 4.50 % weight of total mix including heating Seven And Paise Sixteen

the asphalt and aggregate by continuous batching drum mix plant Only

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 4133.13 Rupees Four Thousand MT

Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for One Hundred Thirty Three

mixing at the rate of 4.50 % weight of total mix including heating And Paise Thirteen Only

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 4369.48 Rupees Four Thousand MT

as wearing course with specified graded machine crushed Three Hundred Sixty Nine

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in And Paise Forty Eight Only

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 4248.58 Rupees Four Thousand CMT

as wearing course with specified graded machine crushed Two Hundred Forty Eight

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in And Paise Fifty Eight Only

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 2765.36 Rupees Two Thousand CMT

mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone Seven Hundred Sixty Five

dust as filler including spreading, watering & consolidation by And Paise Thirty Six Only

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

13 1.00 Providing laying spreading and compacting 150mm thick granular 2163.49 Rupees Two Thousand CMT

sub base (G.S.B.) with specified material MC BT Metal of size 75 One Hundred Sixty Three

to 26.5mm 35%, 26.5mm to 4.75mm 45% and below 2.36mm And Paise Forty Nine Only

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 Rupees One Thousand Cum

using quarry spall with all lead and lift and including watering and Three Hundred Fifty Six

rolling and consolidation of sub grade in layers at OMC to required And Paise Sixty Seven

dry density including filling depression which occur during the Only

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 2822.04 Rupees Two Thousand Cum

(W.M.M.) GR-II using machine crushed black trap aggregate of 40 Eight Hundred Twenty Two

to 50 mm size in the material with water OMC in mechanically mix And Paise Four Only

(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 368.20 Rupees Three Hundred Cu.M.

materialapproved quality on road site including royalties & filling Sixty Eight And Paise

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

17 1.00 Spreading the binding material on road crust filling the gaps in 162.08 Rupees One Hundred Cu.M.

metal and leveling to camber and gradient as directed.(S.O.R. P.No Sixty Two And Paise Eight

sr.no 26.23 IT-26020A) Only

18 1.00 Supplying and stacking of machine crushed stone coarse aggregate 1384.47 Rupees One Thousand Cu.M.

chippings etc of hard stone of size 45mm to 63mm size free of Three Hundred Eighty

disintegrated pieces,deleterious and orgenic matter including Four And Paise Forty

royalties & filling measure boxes with all lead and lift etc. completed Seven Only

19 1.00 Spreading the stone aggregate for rolling and W.B.M. including 285.72 Rupees Two Hundred Cu.M.

filling the interstices to required camber and gradient (excluding Eighty Five And Paise

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

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

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 to…...................................

Signature of Deputy Executive Engineer Executive Engineer

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

Radhanpur Patan