Maintance and repairs to Roads under the Juridiction of R & B Sub - Division,Harij Dist-Patan.

Name of work :- Maintance and repairs to Roads under the Juridiction of R & B Sub - Division,Harij Dist-Patan.

BILL OF QUANTITY

Sr. No. Description of Item Unit RATE

In figure In words

1 Providing and laying compacted W.B.M. 150 mm thick of machine Cmt 2901.73 Rupees Two Thousand

crushed B.T. metal of size 45 mm to 63 mm with using 20 % stone Nine Hundred One And

screenings as filler grit and stone dust including spreading, watering & Paise Seventy Three

consolidation by vibratory roller etc complete. Only

2 Surface dressing one coat with paving bitumen using 18 kg Bitumen per Smt 228.26 Rupees Two Hundred

10 Sqm. With 0.15 Cmt. Of stone Chipping 12 mm nominal size per 10 Twenty Eight And

Sqm. Of road surface including cost of stone chippings,asphalt,Rolling Paise Twenty Six Only

and consolidation etc complete.

3 Providing and laying 37.50mm thick built up spray grout in one layer Smt 320.17 Rupees Three

bitumen at the rate 2.50 Kg per 10 Sqm. for tack coat at 15 kg/10sqm.For Hundred Twenty And

spreading over aggregate with 0.50 Cum. Of stone chippings per 10 sqm. Paise Seventeen Only

Of road surface for 1st layer and using 0.13 Cum. of key aggregate per

Sqm. including rolling and consolidation etc complete.

4 Providing & laying 25 mm thick bitumen carpet with tack coat at the rate M.T 5363.10 Rupees Five Thousand

of 2.5kg/10 Smt.Using crushed stone gradation and bitumen (Of grade Three Hundred Sixty

VG-30) at the rate of 3.28% by wt. of total mix for binder by hot mix laid Three And Paise Ten

process including heating the asphalt and aggregate by continous drum Only

mix plant machinery transporting the mix and spreading the same with

vibratory roller including necessary fire wood, oil, lubricants, labour

charges and hire charges of requred plant and machinaries etc Complete.

5 Providing & laying 25 mm thick bitumen carpet with tack coat at the rate M.T 5034.85 Rupees Five Thousand

of 2.5kg/10 Smt.Using crushed stone gradation and bitumen (Of grade Thirty Four And Paise

VG-30) at the rate of 3.28% by wt. of total mix for binder by hot mix laid Eighty Five Only

process including heating the asphalt and aggregate by continous drum

mix plant machinery including necessary fire wood, oil, lubricants,

labour charges and hire charges of requred plant and machinaries

loading in Govt. and private dumper.

6 Providing and laying 0.24 Cmt./10 Smt Seal Coat with B.T aggregate as M.T 5976.17 Rupees Five Thousand

per gradation using asphalt of VG-30 grade binder for mixing at the rate Nine Hundred Seventy

of 4.5% (Le.45kg/M.T) by wt. of total mix including heating & mixing in Six And Paise

drum mix plant & transporting mix material & spreding the same with Seventeen Only

paver finisher the sand & Cost of fuel, higher charges,wood kerosene,

labour charges etc by contractors own machinery & plant etc complete.

7 Providing and laying 0.24 Cmt./10 Smt Seal Coat with B.T aggregate as M.T 5647.92 Rupees Five Thousand

per gradation using asphalt of VG-30 grade binder for mixing at the rate Six Hundred Forty

of 4.5% (Le.45 Kg./M.T.) by wt. of total mix including heating & mixing in Seven And Paise

drum mix plant & transporting mix material & spreading including Cost Ninety Two Only

of fuel, higher charges,wood kerosene, labour charges etc by

contractors own machinery & plant, loading in Govt or Private dumper.

Sr. No. Description of Item Unit RATE

In figure In words

8 Providing and laying Spreading and compacting graded stone aggregate Cmt 2861.33 Rupees Two Thousand

to wet mix macadam 100 to 150 mm thick as per MORT&H specification Eight Hundred Sixty

incl. premixing the material with water to O.M.C. in mechanical mix plant. One And Paise Thirty

Carriage of mixed material by tipper to site, laying in uniform layers with Three Only

mechanical grader in sub base, base course on well prepared surface

and compacting with vibratory roller to achieves the desired density.

9 Providing & laying 25 mm. thick compacted SDBC with B.T. Stone chips M.T 6460.97 Rupees Six Thousand

as per MORT&H gradation & specification with bulk asphalt VG-30 for Four Hundred Sixty

mixing at the rate of 50.00 Kg./MT by wt. of total mix i.e.(5.00% by weight And Paise Ninety

of total mix) incl. heating the asphalt & aggregates by contineous Seven Only

batching drum mix plant & spreading the same by paver finisher incl.

rolling & Consolidation with 10-12 tonnes vibratory & paver roller & pro.

all materials, equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc and using contractor's own machinaries drum mix

plant & paver finisher etc complete.

10 Providing and laying asphalt painting on B.T surface with bitumen grade Smt 57.66 Rupees Fifty Seven

VG-30 at the rate of 5.00 kg/10 sqm by mechanical spreyer and spreading And Paise Sixty Six

the stone dust on prepared surface at the rate of 0.03 cum/10 sqm and Only

rolling with smooth wheeled and penumatic roller and brushing

11 Providing & laying 37.50mm thick B.M. with B.T. aggregates as per M.T 5277.25 Rupees Five Thousand

M.O.R.T.&H. specification & asphalt for tack coat at the rate of 2.5 kg./ 10 Two Hundred Seventy

Sqm. with michenical sprayer & bitumin grade VG-30 for mixing at the Seven And Paise

rate of 34 Kg./M.T. i.e.3.40% of total weight of mix including heating the Twenty Five Only

aggregare & asphalt in continuous batching drum mix plant and

spreading the same by paver finisher and consolidation with vibratory

roller including paving all materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc complete using contractor's own

machinery drum mix plant & paver finisher etc. complete.

12 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as per M.T 7094.24 Rupees Seven

M.O.R.T.&H. gradation) & bitumen grade VG-30 for mixing at the rate of Thousand Ninety Four

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix & tack coat at the rate of 2.5 And Paise Twenty

kg./ 10 Sqm. with michenical sprayer including heating & mixing in drum Four Only

mix plant & transporting mix material & spreading the same &

consolidation with vibratory roller of 8 tone to 12 tone & flushing sand or

stone dust at the rate of 0.03 Cum./10 Sqm. including cost of fuel, hire

charges, wood, kerosene, labour charges etc. & with contractor's own

machinery & plant etc. complete.

13 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as per M.T 6558.94 Rupees Six Thousand

M.O.R.T.&H. gradation) & bitumen grade VG-30 for mixing at the rate of Five Hundred Fifty

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix including heating & mixing Eight And Paise Ninety

in drum mix plant & transporting mix material & spreading the same & Four Only

consolidation with vibratory roller of 8 tone to 12 tone & flushing sand or

stone dust at the rate of 0.03 Cum./10 Sqm. including cost of fuel, hire

charges, wood, kerosene, labour charges etc. & with contractor's own

machinery & plant etc. complete.

14 Providing and applying primer coat with bitumen SS1 emulsion using Smt 122.21 Rupees One Hundred

emulsion distributor at the rate of 7.50kg per 10 sqm on prepared Twenty Two And Paise

bitumen surface cleaned with hydraulic broom as per technical Twenty One Only

specification Clause

15 Supplying,Stacking and Spreading of Quarry Spall on road side shoulder Cmt 1761.44 Rupees One Thousand

including filling the measure boxes etc.completed as directed. Seven Hundred Sixty

One And Paise Forty

Sr. No. Description of Item Unit RATE

In figure In words

16 Construction of 150 mm thick compacted granular sub base ( Grade-I , Cmt 2592.67 Rupees Two Thousand

Crushed B T coarse graded materials of 53 mm to 26.5 mm @ 35 %, 26.5 Five Hundred Ninety

mm to 4.75 mm @ 45 %, Below 2.36 mm @ 20 % ) by providing coarse Two And Paise Sixty

graded matrial , mixing in a at site with OMC , spreading uniform layers Seven Only

with motor grader on prepared surface and compacting with vibratory

power roller to achieve desire density , complete clause as per

17 Engaging earth excavator for maintaing side shoulders, Removing fallen Hrs 877.15 Rupees Eight Hundred

trees,obstracting Ganda Baval, or branches of trees on road, maintaining Seventy Seven And

borrow pit,spreading metal,Rubble,quarry spall, cleaning of open area of Paise Fifteen Only

building and other misc. works which can be done by earth excavator

including diesel, drivers,lubricant etc complete as per direction and

instruction of Engineer incharge.

18 Scarifying gravelled macadam or Bitumen macadam surface 6 cm to 10 Smt 43.58 Rupees Forty Three

cm depth including stacking useful materials on road side and disposing And Paise Fifty Eight

off remaining stuff. Only

19 Supplying and fixing reinforced concrete heavy duty non-pressure pipes Rmt 659.99 Rupees Six Hundred

with collars for culverts including setting and joining the pipes in cm. 1:2 Fifty Nine And Paise

watering and laying (To level of slops) of I.S. 498/1971 Class NP 3 of Ninety Nine Only

following internal diameters.

(ii) 450 mm Dia Rmt 1190.05 Rupees One Thousand

One Hundred Ninety

And Paise Five Only

(iii) 600 mm Dia Rmt 1968.38 Rupees One Thousand

Nine Hundred Sixty

Eight And Paise Thirty

(iv) 750 mm Dia Rmt 2605.57 Rupees Two Thousand

Six Hundred Five And

Paise Fifty Seven Only

(v) 900 mm Dia Rmt 3469.26 Rupees Three

Hundred Sixty Nine

And Paise Twenty Six

(vii) 1200 mm Dia Rmt 4679.42 Rupees Four

Thousand Six Hundred

Seventy Nine And

Paise Forty Two Only

20 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 Cmt 3575.49 Rupees Three

graded stone aggregrate 20mm nominal size) and curing complete Thousand Five

excluding cost of form work in Hundred Seventy Five

(A) Foundation and plinth And Paise Forty Nine

Sr. No. Description of Item Unit RATE

In figure In words

21 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand :8 Cmt 2670.08 Rupees Two Thousand

hand broken stone aggregates 40 mm nomial size) and curing complete Six Hundred Seventy

excluding cost of form work in (A) Foundation and plinth And Paise Eight Only

22 Providing TMT bar FE 500D reinforcement for RCC work including Kg 77.29 Rupees Seventy

bedding binding and placing in position complete upto floor two level. Seven And Paise

Twenty Nine Only

23 Brick work using common burnt clay building brick having crushing Cmt 3708.98 Rupees Three

strength not less than 35 kg/sq. cm. in foundation and plinth in cement Thousand Seven

mortar 1:6 (1 Cement : 6 fine sand) Hundred Eight And

(B) Conventional Paise Ninety Eight Only

24 Providing 15 mm thick cement plaster in single coat on fair side Smt 188.98 Rupees One Hundred

Brick/concrete wall for interior plastering upto floor two level finished Eighty Eight And Paise

even and smooth in : Ninety Eight Only

(II) cement mortar 1 : 3 (1 cement : 3 sand)

25 Box cutting the road surface to proper slope and chamber for making a Cmt 114.44 Rupees One Hundred

base for road work including removing the excavated stuff and Fourteen And Paise

depositing on the road side slope as deirected up to 50 m. Forty Four Only

26 Excavation for foundation upto 1.5 m depth including sorting out and Cmt 128.79 Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff Twenty Eight And

upto 50 Meter lead.(A) Loose or soft soil Paise Seventy Nine

27 Filling in plinth with sand under floors including watering ramming, Cmt 429.24 Rupees Four Hundred

consolidating and dressing complete Twenty Nine And

Paise Twenty Four Only

28 Filling available excavated earth (excluding rock) in trenches. Cmt 137.47 Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth Thirty Seven And

consolidating each disposited layer by ramming and watering. Paise Forty Seven Only

29 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : Cmt 3909.60 Rupees Three

6- crushed stone aggregates 20 mm nominal size) and curing complete Thousand Nine

including cost of formwork in (A) Wall Caps / Coping Hundred Nine And

Paise Sixty Only

30 Providing and laying controlled cement concrete M.150 for curing Cmt 3775.43 Rupees Three

complete excluding cost of formwork and reinforcement for reinforced Thousand Seven

concrete work in (A) Foundations, footings,Base of columns and Mass Hundred Seventy Five

concrete And Paise Forty Three

31 Providing and laying controlled cement concrete M.250 and curing Cmt 4553.08 Rupees Four

complete including the cost of formwork and reinforcement for Thousand Five

reinforced concrete work in (A) Foundations, footings, Base of columns Hundred Fifty Three

and Mass concrete. And Paise Eight Only

Sr. No. Description of Item Unit RATE

In figure In words

32 Providing and laying weep hole in abutment and return by using A.C No 90.83 Rupees Ninety And

pipes of 100 mm diamiter with laying in proper grade and joining Paise Eighty Three

complete as per deteled specification Only

33 Providing and laying - Fitter Media 600mm thick directed at the back of Smt 1298.38 Rupees One Thousand

abutments, returns and wing walls as per detailed specifications. Two Hundred Ninety

Eight And Paise Thirty

34 Providing and laying spreading and compacted 100 mm thick sub grade Cmt 898.90 Rupees Eight Hundred

layer using sand of approved quality C.B.R. not less than 10% and Ninety Eight And Paise

confirming to technical specification including mixing the material at Ninety Only

OMC at site & spreading in uniform layer and comp

35 Providing and laying 50 mm. thick bitumenous macadam with using M.T 5203.52 Rupees Five Thousand

asphalt 60/70 for tack coat at the rate of 2.50kg./10 sqm. using Two Hundred Three

crushed stone aggregate as per MORT & H gradation and Viscocity And Paise Fifty Two

grade of VG 30 grade for mixing bitumen at the rate of 3.40% by Only

weight of total mix ( ie 34 kg. / MTon of mix ) including heating

&mixing the asphalt and aggregates by in drum mix plant and

transporting the mix and spreading the same by sensor paver

finisher and consolidation with vibratory road roller including

providing and laying uniformly tack coat and using using

contractor's own machinaries drum mix plant & sensor paver finisher etc

36 Providing & laying 30 mm. thick Compacted Asphaltic Concrete with BT M.T 7342.70 Rupees Seven

aggregate as per M.O.R.T.&H.gradation & asphalt grade VG-30 for Thousand Three

mixing at the rate of 55 Kg./M.T. i.e. 5.50% of total weight of total mix & Hundred Forty Two

with tack coat 2.50kg/10Smt including heating the aggregate & asphalt in And Paise Seventy

continuous batching drum mix plant & spreading the same by paver Only

finisher & consolidation with vibratory roller & flushing sand @

Cum/ 100 Smt. including providing all materials wquipments, tools &

plants, fire wood, oil, kerosene, labour charges etc complete using

constractors own machinery drum mix plant & paver finisher etc

37 Supplying,Stacking & Spreading of Crush Metal 25 to 40mm size on Cmt 1848.30 Rupees One Thousand

Road site as directed. Eight Hundred Forty

Eight And Paise Thirty

38 Supplying,Stacking & Spreading of Crush Metal 45 to 63mm size on Cmt 1926.07 Rupees One Thousand

Road site as directed. Nine Hundred Twenty

Six And Paise Seven

39 Supplying,Stacking & Spreading of H.B. Metal 25 to 90mm size on road Cmt 1797.80 Rupees One Thousand

site as directed. Seven Hundred Ninety

Seven And Paise

40 Supplying & Stacking of Ruble on road site as directed. Cmt 1870.52 Rupees One Thousand

Eight Hundred Seventy

And Paise Fifty Two

Sr. No. Description of Item Unit RATE

In figure In words

41 Rolling and watering of soiling including filling in depression which occu Smt 22.75 Rupees Twenty Two

during the process. with power roller 8 tonne to 12 tonne And Paise Seventy

42 Hire charges Hitachi machine incl. fuel, driver on site for all lead etc Hrs 3030.00 Rupees Three

complete as directed. Thousand Thirty Only

43 Hire charges Dumper with hydralice system including loading and Km 40.40 Rupees Forty And

unloading transporting and spreding the materials with necessary Paise Forty Only

labours, drivers, incl. cost of fuel etc complete.

44 Providing and fixing post and pipe railing as per detailed drawing Rmt 1210.98 Rupees One Thousand

including 3 coats of painting to steel works complete Two Hundred Ten And

Paise Ninety Eight Only

45 Providing and laying evenly Tack coat using low viscocity liquid Smt 25.25 Rupees Twenty Five

bituminious VG-30 materials at the rate of 2.5 Kg / 10 Sq.M. on road And Paise Twenty Five

surface using pressure sprayer etc complete including the cost of all Only

labour and materials

46 Providing and supplying of Labour for maintaining road and building No 510.05 Rupees Five Hundred

campus as per requirement. Ten And Paise Five

47 Hire charges Paver Machine necessary labours, drivers, incl. cost of fuel Day 11110.00 Rupees Eleven

etc complete. Thousand One

Hundred Ten Only

48 Earthwork for embankment including breaking clods, dressing with all Cmt 186.39 Rupees One Hundred

lead and lift and including watering rolling and consolidation of Eighty Six And Paise

subgrade in layers at O.M.C. to required dry density including filling the Thirty Nine Only

depression which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

Sr. No. Description of Item Unit RATE

In figure In words

49 Providing & laying 50 mm thick compacted D.B.M. with B.T. stone MT 6216.55 Rupees Six Thousand

aggregates as per MoRT&H gradation & specification with asphalt VG-30 Two Hundred Sixteen

for tack coat at the rate of 2.5 kg./ 10 sq.mt. with mechanical sprayer and And Paise Fifty Five

bitumen grade ( VG - 30) for mixing at the rate of 45.0 kg./M.T. by weight Only

of total mix i.e.( 4.5% by weight of total mix ) including heating the

asphalt & agreegates by contineous Drum 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 Drum mix plant & paver finisher etc.comp.

50 Providing full depth repair by excavating existing loose damaged Smt 1185.74 Rupees One Thousand

pavement layer in geomatric shape area. Providing & spreding 100 mm One Hundred Eighty

thick sand, 150 mm GSB, 150 mm WBM, and 100 mmm thick WMM etc as Five And Paise

directed. Seventy Four Only

51 Hire charges for Vibratory Roller 8 - 10 Tonnes @ 100 Cum per Hour Hrs 850.79 Rupees Eight Hundred

Fifty And Paise

Seventy Nine Only

52 Charges for clearing road site by removing of Ganda Bavals, Akadas, Km 14133.94 Rupees Fourteen

Bordies etc upto 4 mt. on both side from edge of B.T. surface including Thousand One

de-rooting by JCB machine & throwing away all stuff, branches etc with Hundred Thirty Three

all lead & lift with all materials, labour etc complete as directed. And Paise Ninety Four

53 Engaging tractor with trolly or front pavada as regd. Incluidng loading 1 Hrs 209.71 Rupees Two Hundred

and unloading transporting & spreding the materials up to 15 km lead Nine And Paise

with necessary laboursdrivers, including cost of fuel etc complete as Seventy One Only

54 Hire charges water tanker of 3000 capacity Portable water through Per 505.00 Rupees Five Hundred

including Fuel, and driver with filling water from site shown and empting Trip Five Only

the water on site with all lead as directed.

55 Providing and Supplying at any site of our juridiction of 50 Kg empty No 101.00 Rupees One Hundred

Cement bag with filling Sand and binding as per directiction and One Only

instruction of engineer incharge.

Sr. No. Description of Item Unit RATE

In figure In words

56 Providing photo graphy of any type of work at any site of taluka including No 50.50 Rupees Fifty And

Soft copy & Hard Photo Copy . as per directed by incharge Engineer. Paise Fifty Only

57 Providing Soft Copy Video graphy of Road Site work at any site of Km 1010.00 Rupees One Thousand

taluka as per directed by incharge Engineer. Ten Only

58 Cleaning & Leveling of both side side shoulders up to 1.00 to 1.50 mt Km 44804.17 Rupees Forty Four

width from carrageway end by mechanical means or manual means and Thousand Eight

also making cleaning the water trench parallel to the road etc including Hundred Four And

repairing of both side side shoulders up to 1.00 mtr, filling of rain cut etc Paise Seventeen Only

Complete as per direction and instruction of Engineer in charge.

59 Providing and Laying 200 mm thick ( 100 mm + 100 mm) Granular Sub Cmt 832.76 Rupees Eight Hundred

base course in single layers as per gradation made of natural Thirty Two And Paise

unscreened gravel & sand in proper propertion as directed including Seventy Six Only

spreading, watering & rolling with vibrator roller as directed.

60 Providing Milling with Cold Milling machine of existing Bituminous Sqm 84.84 Rupees Eighty Four

surface up to any depth as per instruction of Engineer In charge and And Paise Eighty Four

Stock usable material with machinery to near by place as per direction of Only

engineer in charge where as disposing or reuse material from the site up

to any lead as per instruction of engineer in charge

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Signature of Contractor

Deputy Executive Engineer

R & B Sub Division