Maintenance & Repairs of Roads like Patch work / Paver Work & Material, Vehicles, Machinery & Labour Supply etc. under the Jurisdiction of R&B Sub Division, Siddhpur Dist.Patan (Annual Rate) (2nd Attempt)

Name of Work :-

Maintenance & Repairs of Roads like Patch work / Paver Work & Material, Vehicles, Machinery & Labour Supply etc.

under the Jurisdiction of R&B Sub Division, Siddhpur Dist.Patan (Annual Rate)

Sr. Description of Item Unit RATE

No. In figure In words

1 Providing & Laying 37.50 mm. B.M. with B.T. Aggregate as per MORT MT 4,705.43 Rupees Four Thousand

Seven Hundred Five And

& H specification With Mechanical Sprayer & Bitumen Grade VG.30 for Paise Forty Three Only

mixing @ 34.00Kg/M.T. i.e. 3.40 % of total mix including heating the

aggregate & asphalt in continuous batching drum mix plant and

spreading the same by paver finisher & consolidation with vibratory

roller including providing all materials equipment's, tools & plants, fire

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

own machinery drum mix plant & sensor paver finisher including etc.

complete as directed by Engineer in charge. (Including Paver Finisher)

(without Tack Coat)

2 Providing & Laying 37.50 mm. B.M. with B.T. Aggregate as per MORT MT 4,390.31 Rupees Four Thousand

Three Hundred Ninety

& H specification With Mechanical Sprayer & Bitumen Grade VG.30 for And Paise Thirty One

mixing @ 34.00 Kg/M.T. i.e. 3.40 % of total mix including heating the Only

aggregate & asphalt in continuous batching drum mix plant and

spreading the same manually & consolidation with vibratory roller

including providing all materials equipment's, tools & plants, fire wood,

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

machinery drum mix plant etc. complete as directed by Engineer in

charge.. (Excluding Paver Finisher / Manually) (Without Tack Coat)

3 Providing & Laying 50 mm. B.M. with B.T. Aggregate as per MORT & H MT 4,705.43 Rupees Four Thousand

Seven Hundred Five And

specification With Mechanical Sprayer & Bitumen Grade VG.30 for Paise Forty Three Only

mixing @ 34.00Kg/M.T. i.e. 3.40 % of total mix including heating the

aggregate & asphalt in continuous batching drum mix plant and

spreading the same by paver finisher & consolidation with vibratory

roller including providing all materials equipment's, tools & plants, fire

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

own machinery drum mix plant & sensor paver finisher including etc.

complete as directed by Engineer in charge. (Including Paver Finisher)

(without Tack Coat)

4 Providing & Laying 50 mm. B.M. with B.T. Aggregate as per MORT & H MT 4,390.31 Rupees Four Thousand

Three Hundred Ninety

specification With Mechanical Sprayer & Bitumen Grade VG.30 for And Paise Thirty One

mixing @ 34.00 Kg/M.T. i.e. 3.40 % of total mix including heating the Only

aggregate & asphalt in continuous batching drum mix plant and

spreading the same manually & consolidation with vibratory roller

including providing all materials equipment's, tools & plants, fire wood,

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

machinery drum mix plant etc. complete as directed by Engineer in

charge.. (Excluding Paver Finisher / Manually) (Without Tack Coat)

5 Providing & laying 25mm thick compacted SDBC with B.T. Stone chips MT 6,125.68 Rupees Six Thousand

One Hundred Twenty

as per MORT&H gradation & specification with bulk asphalt Grade Five And Paise Sixty

VG.30 for mixing at the rate of 50.00 Kg./MT by wt. of total mix Eight Only

i.e.(5.00% by weight of total mix) incl. heating the asphalt & aggregates

by continuous 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 machineries

drum mix plant & paver finisher including etc. complete as directed by

Engineer in charge. (Including Paver Finisher Without tack coat)

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Sr. Description of Item Unit RATE

No. In figure In words

6 Providing & laying 25mm thick compacted SDBC with B.T. Stone chips MT 5,810.56 Rupees Five Thousand

Eight Hundred Ten And

as per MORT&H gradation & specification with bulk asphalt Grade Paise Fifty Six Only

VG.30 for mixing at the rate of 50.00 Kg./MT by wt. of total mix

i.e.(5.00% by weight of total mix) incl. heating the asphalt & aggregates

by continuous batching drum mix plant & spreading the same by

Manually incl. rolling & Consolidation with 10-12 tonnes vibratory &

paver roller & pro. all materials, equipment's, tools and plants, fire

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

machineries drum mix plant & paver finisher including etc. complete as

directed by Engineer in charge. (Excluding Paver Finisher / Manually

Without tack coat)

7 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as per MT 6,206.99 Rupees Six Thousand

Two Hundred Six And

M.O.R.T.&H. gradation) bitumen Grade VG.30 for mixing at the rate of Paise Ninety Nine Only

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix & with mechanical

sprayer including heating & mixing in drum mix plant & transporting mix

material & spreading the same with paver finisher & 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 as directed by Engineer in charge. (Including Paver

Finisher Without Tack Coat)

8 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as per MT 5,891.87 Rupees Five Thousand

Eight Hundred Ninety

M.O.R.T.&H. gradation) bitumen Grade VG.30 for mixing at the rate of One And Paise Eighty

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix & with mechanical Seven Only

sprayer including heating & mixing in drum mix plant & transporting mix

material & spreading the same with Manually & 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 as directed by Engineer in charge. (Excluding

Paver Finisher / Manually Without Tack Coat)

9 Providing and laying 50 mm thick compacted D.B.M with B.T. stone MT 5,687.78 Rupees Five Thousand

Six Hundred Eighty

aggregates as per MoRT&H gradation & specification with bitumen Seven And Paise

grade VG - 30 for mixing at the rate of 45.00kg/MT by weight of total Seventy Eight Only

mix i.e. (4.50 % by weight of total , heating the asphalt VG-30 and

aggregates by continuous 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 contractor's own

machineries drum mix plant and paver finisher etc. complete. (Including

Paver Finisher without Tack Coat)

10 Providing & laying 30 mm. thick Compacted Bitumen Concrete (BC) MT 6,569.44 Rupees Six Thousand

Five Hundred Sixty Nine

with BT aggregate as per M.O.R.T.&H. Gradation & Asphalt Grade VG- And Paise Forty Four Only

30 for Mixing @ the rate of 55 Kg./M.T. i.e. 5.50% of total weight of total

mix including heating the aggregate & Asphalt in Continuous Batch Mix

Plant & Spreading the same by sensor paver finisher & consolidation

with vibratory roller & flushing sand @ 0.30 Cum / 100 Sqm. including

providing all materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using contractors own

machinery drum mix plant & paver finisher etc. complete. (Including

Paver Finisher without Tack Coat)

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Sr. Description of Item Unit RATE

No. In figure In words

11 Providing and laying 37.50 mm Th. Builtup spray grout base (BUSG) in MT 3,419.82 Rupees Three Thousand

Four Hundred Nineteen

Varying thickness for grade correction with using B.T. stone aggregates And Paise Eighty Two

as per required gradation with the asphalt of VG-30 grade at the rate of Only

1.99% i.e.19.90 Kg./M.T. by weight by mix including heating and mixing

in drum mix plant, transporting the mix spreading the same by paver

finisher and consolidation by vibrator roller MORTH specification

including cost of all materials, fuel labours, tools and plant etc using

contractor own drum mix plant etc complete.

(Including Paver Finisher without Tack Coat)

12 Providing and laying 37.50 mm Th. Builtup spray grout base (BUSG) in MT 3,104.70 Rupees Three Thousand

One Hundred Four And

Varying thickness for grade correction with using B.T. stone aggregates Paise Seventy Only

as per required gradation with the asphalt of VG-30 grade at the rate of

1.99% i.e.19.90 Kg./M.T. by weight by mix including heating and mixing

in drum mix plant, transporting the mix spreading the same by Manually

and consolidation by vibrator roller MORTH specification including cost

of all materials, fuel labours, tools and plant etc using contractor own

drum mix plant etc complete.

(Excluding Paver Finisher / Manually without Tack Coat)

13 Providing and applying Tack coat with bitumen VG-30 on Existing B.T. Sqm 30.27 Rupees Thirty And Paise

Twenty Seven Only

Surface including cleaning of road surface and Tack coat at the rate

2.50kg / 10 smt using mechanical sprayer etc completed as directed by

Engineer in charge..

14 Providing & applying evenly Priming coat with bitumen Emulsion (SS-1) Sqm 152.91 Rupees One Hundred

Fifty Two And Paise

on prepared surface of granular base including cleaning of road Ninety One Only

surface and sparying primer at the rate of 7.50 Kg. / 10 Sqm using

using mechanical means.

15 Providing & applying evenly Tack coat with bitumen Emulsion (RS-1) on Sqm 27.88 Rupees Twenty Seven

And Paise Eighty Eight

prepared surface of granular base including cleaning of road surface Only

and sparying Tack at the rate of 2.50 Kg. / 10 Sqm using using

mechanical means.

16 Providing & applying evenly Tack coat with bitumen Emulsion (RS-1) on Sqm 46.93 Rupees Forty Six And

Paise Ninety Three Only

prepared surface of granular base including cleaning of road surface

and sparying Tack at the rate of 5 Kg. / 10 Sqm. using using

mechanical means.

17 Pre-mixed seal coat (I.R.C. type-B) with 0.06 cu.m. of fine aggregate Sqm 89.65 Rupees Eighty Nine And

Paise Sixty Five Only

and 6.8 Kg. of bitumen per 10 Sq.M. of road surface including rolling

and consolidetion, bitumen per road surface with heating & mixing in

drum mix plant & transporting mix material & spreading the same with

paver finisher & consolidation with vibratory roller of 8 tone to 10 tone.

including cost of fuel, hire charges, wood, kerosene, labour charges etc.

& with contractor's own machinery & plant etc. complete as directed by

Engineer in charge.

18 Providing and Laying Asphalt Painting on B.T surface with bitumen Sqm 59.05 Rupees Fifty Nine And

Paise Five Only

grade 60-70 at the rate of 5.00 kg/10 sqm by mechanical spreyer and

spreading the stone dust on prepared surface at the rate of

cum/10 sqm and rolling with smooth wheeled and penumatic roller and

brushing etc.complete

19 Providing Milling with Cold Milling machine of existing Bituminous Cum 849.23 Rupees Eight Hundred

Forty Nine And Paise

surface up to any depth as per instruction of Engineer In charge and Twenty Three Only

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

of 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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Sr. Description of Item Unit RATE

No. In figure In words

20 Providing Milling with Cold Milling machine of existing Bituminous Sqm 84.92 Rupees Eighty Four And

Paise Ninety Two Only

surface up to any depth as per instruction of Engineer In charge and

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

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

up to any lead as per instruction of engineer in charge.

21 Providing and laying 37.5 mm thick built up spray grout base course in Sqm 696.90 Rupees Six Hundred

Ninety Six And Paise

one layer with bitumen at the rate 2.50 Kg. per 10 Sqm. For tack coat Ninety Only

and 15 Kg. /10 Sqm. For spreading over aggregate with 0.50 Cum. of

stone chippings per 10 Sqm. Of road surface for 1st layer and using

0.13 Cum. of key aggregate per 10 Sqm. including rolling and

consolidation etc complete.

22 Providing and laying W.B.M. of Grading-II using B.T.M.C. metal of size Cum 2,429.98 Rupees Two Thousand

Four Hundred Twenty

45mm to 63mm in layers including 13% stone screening 13.2mm size Nine And Paise Ninety

and 7% stone dust as filler, including spreading, watering and Eight Only

consolidation by vibratory roller as per MoRTH specifications etc.

complete as directed by Engineer-in-charge.

23 Supplying W.B.M. of Grading-II using B.T.M.C. metal of size 45mm to Cum 1,913.47 Rupees One Thousand

Nine Hundred Thirteen

63mm in layers including 13% stone screening 13.2mm size and 7% And Paise Forty Seven

stone dust as filler as per MoRTH specifications etc. complete as Only

directed by Engineer-in-charge.

24 Providing and laying Spreading and compacting graded stone Cum 1,947.79 Rupees One Thousand

Nine Hundred Forty

aggregate to Wet mix macadam (W.M.M.) as per MORT&H Seven And Paise

specification incl. premixing the material with water to O.M.C. in Seventy Nine Only

mechanical mix plant. Carriage of mixed material by tipper to site, laying

in uniform layers with mechanical grader in sub base, base course on

well prepared surface and compacting with vibratory roller to achieves

the desired density.

25 Supplying graded stone aggregate to Wet mix macadam (W.M.M.) Cum 1,665.41 Rupees One Thousand

Six Hundred Sixty Five

specification including premixing the material with water at OMC in And Paise Forty One Only

mechanical mix plant carraige of mixed material by tipper With all lead

and lift etc. Completed as directed by Engineer in charge.

26 Construction of Grannular sub base in by Providing GSB Gr - I coarse Cum 2,016.32 Rupees Two Thousand

Sixteen And Paise Thirty

graded material using B.T Metal 26.5mm to 53 mm @ 35 %, 26.5mm Two Only

to 4.75mm 45% & Below 2.36mm 20% in uniform layer with motor

grader on prepared surface mxing by mix in place method with vibratory

roller to achive the desired density complete as per close

27 Construction of Grannular sub base by providing GSB Gr - II coarse Cum 1,764.94 Rupees One Thousand

Seven Hundred Sixty

graded material (Grade - II) using B.T Metal 26.5 mm to 9.5 mm @ 35 Four And Paise Ninety

%, 9.5 mm to 4.75 mm @ 25%, and Below 2.36mm @40% in uniform Four Only

layer with motor grader on prepared surface mxing by mix in place

method with vibratory roller to achive the desired density complete as

28 Supplying, Stacking & Spreading of Quarry Spall on Road side shoulder Cum 1,517.25 Rupees One Thousand

Five Hundred Seventeen

including filling the measure boxes etc. completed as directed. And Paise Twenty Five

29 Carriage of WBM / WMM / Rubble / Dust etc. Material From Store By Cum 1,363.50 Rupees One Thousand

Three Hundred Sixty

Tractor and Laying Material for patch or other required work by labour to Three And Paise Fifty

any lead , as per directed by engineer in charge Only

30 Supplying & Stacking of Ruble on road site as directed by Engineer in Cum 1,143.74 Rupees One Thousand

One Hundred Forty Three

charge. And Paise Seventy Four

31 Providing and laying spreading and compacting sub grade layer using Cum 1,260.24 Rupees One Thousand

Two Hundred Sixty And

sand of approved quality C.B.R. not less than 10% and confirming to Paise Twenty Four Only

technical specification including mixing the material at OMC at site &

spreading in uniform layer and comp

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Sr. Description of Item Unit RATE

No. In figure In words

32 Providing full depth repair by excavating existing loose damaged Sqm 1,211.09 Rupees One Thousand

Two Hundred Eleven And

pavement layer in geomatric shape area. Providing & spreding 100 mm Paise Nine Only

thick sand, 150 mm GSB, 150 mm WBM, and 100 mmm thick WMM

Including Box Cutting etc as directed.

33 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 Sqm 43.58 Rupees Forty Three And

Paise Fifty Eight Only

cm.depth including stacking useful materials on road side and disposing

off remaining stuff.

34 Box cutting the road surface to proper slope and camber for making a Cum 114.44 Rupees One Hundred

Fourteen And Paise Forty

base for road work including removing the excavated stuff and Four Only

depositing on the road side slope as directed upto 50Mt.lead.

35 Rolling and watering of soiling including filling in depression which occu Sqm 22.75 Rupees Twenty Two And

Paise Seventy Five Only

during the process. with power roller 8 tonne to 12 tonne

36 Excavation for foundation upto 1.5 m depth including sorting out and Cum 128.79 Rupees One Hundred

Twenty Eight And Paise

stacking of useful materials and disposing off the excavated stuff Seventy Nine Only

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

37 Excavation for foundation for depth from 1.5 m. to 3.0 m. including Cum 142.78 Rupees One Hundred

Forty Two And Paise

sorting out and stacking of useful materials and disposing off the Seventy Eight Only

excavated stuff upto 50 Meter lead. (A) Loose or soft soil

38 Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to 10T.

(A) From borrow pits within land width Cum 167.76 Rupees One Hundred

Sixty Seven AndHundred

(C) From borrow area within 1.0 km. lead Cum 174.47 Rupees One

(E) From borrow area within 3.0 km. lead Cum 186.39 Hundred

Eighty Six And Paise

39 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3

casted by vertically vibrated technology of following internal diameter.

(i) 300mm Dia Rmt 1,095.18 Rupees One Thousand

Ninety Five And Paise

(ii) 450mm Dia Rmt 1,462.01 Rupees One Thousand

Four Hundred Sixty Two

(iv) 600mm Dia Rmt 2,108.86 Rupees Two Thousand

One Hundred Eight And

(v) 900mm Dia Rmt 3,271.56 Rupees Three Thousand

Two Hundred Seventy

(vii) 1200mm Dia Rmt 5,516.63 Rupees Five Thousand

Five Hundred Sixteen

40 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse Cum 2,985.86 Rupees Two Thousand

Nine Hundred Eighty Five

sand : 6- hand broken stone aggregates 40 mmnominal size) and And Paise Eighty Six Only

curing complete excluding cost of formwork in (A) Foundation and Plinth

41 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand Cum 2,660.31 Rupees Two Thousand

Six Hundred Sixty And

:8 hand broken stone aggregates 40 mm nominal size) and curing Paise Thirty One Only

complete excluding cost of form work in

(A) Foundation and plinth

42 Providing and Laying Ordinary cement concrete 1:2:4 (1- Cement 2- Cum 6,888.15 Rupees Six Thousand

Eight Hundred Eighty

coarse sand : 4- graded stone aggregates 20 mm nominal size) and Eight And Paise Fifteen

finishing smooth with curing etc. complete including the cost of Only

formwork but excluding the cost of reinforsement for R.C.C work in all

type Concrete work as directed

43 Providing and laying Ordinary cement concrete M.150 and exposed Cum 7,501.90 Rupees Seven Thousand

Five Hundred One And

work with curing etc. complete including the cost of formwork but Paise Ninety Only

excluding the cost of reinforsement for R.C.C work in all type

Concrete work as directed

44 Providing and laying Ordinary cement concrete M.200 exposed work Cum 9,485.95 Rupees Nine Thousand

Four Hundred Eighty Five

with curing etc. complete including the cost of formwork but excluding And Paise Ninety Five

the cost of reinforcement for R.C.C. work in Only

all type Concrete work as directed

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Sr. Description of Item Unit RATE

No. In figure In words

45 Providing and laying Ordinary cement concrete M.250 exposed work Cum 10,824.26 Rupees Ten Thousand

Eight Hundred Twenty

with curing etc. complete including the cost of formwork but excluding Four And Paise Twenty

the cost of reinforcement for R.C.C. work in Six Only

all type Concrete work as directed

46 Providing and laying Ordinary cement concrete M.300 exposed work Cum 10,929.99 Rupees Ten Thousand

Nine Hundred Twenty

with curing etc. complete including the cost of formwork but excluding Nine And Paise Ninety

the cost of reinforcement for R.C.C. work in Nine Only

all type Concrete work as directed

47 Compaction and finishing of cement concrete road by trimix process Sqm 101.00 Rupees One Hundred

providing extra labour charges for the trimix vacuum dewatering service

process on cement concrete road surface by using vacuum dewatering

pump floater surface vibrator including making groves and rough finish

to surface as per in including leveling the complete.

48 Providing TMT Bar FE 500D reinforcement for R.C.C. work including Kg. 77.29 Rupees Seventy Seven

And Paise Twenty Nine

bending, binding and placing in position complete upto floor two level Only

49 Demolition including stacking of serviceable materials and disposal of Cum 1,133.89 Rupees One Thousand

One Hundred Thirty

unserviceable materials with all lead and lift. (i) R.C.C. work Three And Paise Eighty

50 Demolition of brick work and stone masonry including stacking of Cum 589.70 Rupees Five Hundred

Eighty Nine And Paise

serviceable materials and disposal of unserviceable materials with all Seventy Only

lead and lift.(ii) In cement mortar

51 Clearing and grubbing road land including uprooting rank vegetation Hect 88,268.17 Rupees Eighty Eight

Thousand Two Hundred

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of Sixty Eight And Paise

stumps of trees cut earlier and disposal of unserviceable materials Seventeen Only

(A) By manual means in area of light jungle

52 Clearing and grubbing road land including uprooting rank vegetation Hect 28,455.09 Rupees Twenty Eight

Thousand Four Hundred

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of Fifty Five And Paise Nine

stumps of trees cut earlier and disposal of unserviceable materials Only

(C) By mechanical means in area of light jungle

53 Engaging earth excavator (JCB Machine) for maintaining side Hrs. 862.78 Rupees Eight Hundred

Sixty Two And Paise

shoulders, Removing fallen trees, obstructing Ganda Baval, or Seventy Eight Only

branches of trees on road, maintaining borrow pit, spreading metal,

Rubble, quarry spall, cleaning of open area of 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 in

54 Engaging Tractor with Trolley or Front Pawada for work as required Hrs. 296.94 Rupees Two Hundred

Ninety Six And Paise

Including loading and unloading transporting & spreading the materials Ninety Four Only

up to All lead with necessary labourers drivers, including cost of fuel etc

complete as directed by Engineer in charge.

55 Engaging Road Roller for work as required including Cost of fuel, hire Hrs. 1,020.96 Rupees One Thousand

Twenty And Paise Ninety

charges of roller, drivers,etc complete as directed by engineering in Six Only

56 Engaging Crane for work as required including Cost of fuel, hire Hrs. 847.38 Rupees Eight Hundred

Forty Seven And Paise

charges of Crane, drivers,etc complete as directed by engineering in Thirty Eight Only

57 Hire charges water tanker of 3000 ltr. to 6000 ltr. capacity including Trip 1,172.00 Rupees One Thousand

One Hundred Seventy

Fuel, and driver with filling water from site shown and Supplying the Two Only

water on site with all lead as directed by Engineer in charge.

58 Engaging laborers for carrying out for work as required with other Day 612.06 Rupees Six Hundred

Twelve And Paise Six

responsibility & profit by contractor etc. competed as directed by Only

Engineer in charge.

59 Hire charges Tipper / Dumper for work as required with hydralice Km. 13.72 Rupees Thirteen And

Paise Seventy Two Only

system including loading and unloading transporting and spreading the

materials with necessary labours drivers, incl. cost of fuel etc complete

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Sr. Description of Item Unit RATE

No. In figure In words

60 Hire charges Tipper / Dumper for work as required with hydralice Hrs. 2,951.22 Rupees Two Thousand

Nine Hundred Fifty One

system including loading and unloading transporting and spreading the And Paise Twenty Two

materials with necessary labours drivers, incl. cost of fuel etc complete Only

61 Engaging Motor Grader for work as required Including loading and Hrs. 1,586.89 Rupees One Thousand

Five Hundred Eighty Six

unloading transporting & spreading the materials up to All lead with And Paise Eighty Nine

necessary labourers drivers, including cost of fuel etc complete as Only

directed by Engineer in charge.

62 Engaging Vibratory Soil Compactor for work as required Including Hrs. 2,957.28 Rupees Two Thousand

Nine Hundred Fifty Seven

loading and unloading transporting & spreading the materials up to All And Paise Twenty Eight

lead with necessary labourers drivers, including cost of fuel etc Only

complete as directed by Engineer in charge.

63 Hire charges Paver Machine necessary labours, drivers, incl. cost of Hrs. 2,985.16 Rupees Two Thousand

Nine Hundred Eighty Five

fuel, loading / unloading etc complete as directed by engineer in charge. And Paise Sixteen Only

64 Engaging Dumper (Tipper) & Labour charges for laying premixed MT. 466.14 Rupees Four Hundred

Sixty Six And Paise

bituminous macadam / concrete / carpet etc. by Govt. hot mix plant Fourteen Only

including laying uniformly including cost of fuel, hire charge for dumber

with driver etc. complete as per directed by engineer in charge.

65 Preparing surface by Brushing with wire brushes for removing caked Sqm 18.74 Rupees Eighteen And

Paise Seventy Four Only

mud etc. sweeping with brooms and finally fanning the cleaned surface

with gunney bags to remove all loose dirt etc.

(ii) Black top surface.

66 Providing Dry Rubble Pitching 22.5 c.m. thick of hammer dressed stone Sqm 1,013.57 Rupees One Thousand

Thirteen And Paise Fifty

to required slope including trimming of earth ban packing filing the Seven Only

interices with spauls etc. completed as directed by Engineer in charge.

67 Providing Barricade made of steel components, fitted with 3 vertical Sqm 679.43 Rupees Six Hundred

Seventy Nine And Paise

post each of 3 meter long size 38 x 38mm 2.6mm thick with including Forty Three Only

excavation with 300mm x 300mm 1:2:4 CC work in bottom of post for

supports with minimum 600mm depth with 0.6mm thick GI sheet

applying reflective radium sheet including fixture fastening with all

labour material, machinery etc. competed by as per instruction of

engineer in charge.

68 Providing and fixing pre-cast concrete kerb stone of gray cement based Rmt 474.79 Rupees Four Hundred

Seventy Four And Paise

concrete block 30cm length, 30cm height and 15 cm thick of M 250 Seventy Nine Only

grade concret as per approved design and including excavation for

fixing in proper line and leve, filling the joint with C:M 1:3 (1 Cement :

fine sand) incl. two coat of Oil paint etc complete as directed by

Engineer in charge..

69 Rebaring of Reinforcement of any dia upto 200mm depth including No. 252.50 Rupees Two Hundred

Fifty Two And Paise Fifty

fixing with all labour, machinery, chemical, pour into rebaring hole and Only

excluding reinforcement etc. completed as directed by engineer in

70 Charges for Cleaning & Finishing road side by removing of ganda Km. 35,396.02 Rupees Thirty Five

Thousand Three Hundred

bavals, akadas, bordies, grass etc. up to 1.50 m on Both side road from Ninety Six And Paise Two

outer B.T edge line of road and trimming tree branches up to 3.00 mtr Only

height from both side road surface incl. Derooting by JCB machine and

finishing with man throwing away all stuff branches etc with all lead and

lift with all materials and labour etc complete as per directed. (For State

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Sr. Description of Item Unit RATE

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71 Charges for Cleaning & Finishing road side by removing of ganda Km. 44,245.03 Rupees Forty Four

Thousand Two Hundred

bavals, akadas, bordies, grass etc. up to 5.00 m on Both side road from Forty Five And Paise

outer B.T edge line of road and trimming tree branches up to 3.00 mtr Three Only

height from both side road surface incl. Derooting by JCB machine and

finishing with man throwing away all stuff branches etc with all lead and

lift with all materials and labour etc complete as per directed. (For State

72 Charges for Cleaning & Finishing road side by removing of ganda Km. 35,396.02 Rupees Thirty Five

Thousand Three Hundred

bavals, akadas, bordies, grass etc. up to 1.50 m on Both side road from Ninety Six And Paise Two

outer B.T edge line of road and trimming tree branches up to 3.00 mtr Only

height from both side road surface incl. Derooting by JCB machine and

finishing with man throwing away all stuff branches etc with all lead and

lift with all materials and labour etc complete as per directed. (For MDR

73 Painting of Tree / Pole with White wash or Colour wash i.e. Gheru work. Km. 7,597.73 Rupees Seven Thousand

Five Hundred Ninety

The height of the white wash is 0.30 mt. on top of tree and height of the Seven And Paise

Gheru is 0.90mt. From G.L. The colour work is Gheru is of coat incl. Seventy Three Only

material & labour as directed and also including cleaning the surface of

tree & ground near tree etc. completed as directed by engineer in

74 Painting of Tree / Electric Pole in Two Coat with Ace Exterior Paint in Km. 10,748.42 Rupees Ten Thousand

Seven Hundred Forty

White Colour & Ace Exterior Paint in Earthy Red Colour (0.90 mt. height Eight And Paise Forty

from Ground level Earthy Red Colour & 0.90 mt. in White Colour Above Two Only

Earthy Red Colour work) Incl. Material & labour as directed and also

including cleaning the surface of tree & ground near tree.

75 Providing Empty Cement Bag with filling earth at site as per directed by No. 21.41 Rupees Twenty One And

Paise Forty One Only

engineer in charge

76 Charges for Cleaning & Finishing Center Verge or Footpath Top & Both Sqm 23.39 Rupees Twenty Three

And Paise Thirty Nine

Side by removing of grass, sand and Cleaning Water Spout by Manual Only

and Tractor Pavado/ Broomer etc. and finishing with man throwing

away all stuff branches etc with all lead and lift with all materials etc

complete as directed.

77 Charges for Cleaning & Finishing of water way of Any Row HP Drain No. 6,511.39 Rupees Six Thousand

Five Hundred Eleven And

By Earth Excavator (JCB) & Manpower by removing of ganda bavals, Paise Thirty Nine Only

akadas, bordies, grass, earth, sand etc all unnecessary stuff up to

width on Both side from outer HP Drain Head wall & 1.00 m width form

outer edge from B.T surface incl. Derooting by Earth Excavator (JCB)

machine and finishing with man throwing away all stuff branches &

cleaning of Rain water spouce with parapet cleaning And removing of

ganda bavals, akadas, bordies, grass & sand and mud etc. by

manually inside HP Drain pipes and make vatta at joint of HP drain

pipes etc with lead and lift with all materials labour complete as prepare

smooth water way for monsoon rain water directed

(A) HP Drain Any Row

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Sr. Description of Item Unit RATE

No. In figure In words

78 Charges for Cleaning & Finishing of water way of Upto 15.00 mt Length No. 10,685.19 Rupees Ten Thousand

Six Hundred Eighty Five

(Abutment To Abutment) Box culverts & slab drain By Earth Excavator And Paise Nineteen Only

(JCB) & Manpower by removing of ganda bavals, akadas, bordies,

grass, earth, sand etc all unnecessary stuff to 5.0 m width on Both

side from outer edge of structures of Upstream & Down Stream &

m from outer edge from retaining wall (like slab drain or box culvert)

incl. Derooting by Earth Excavator (JCB) machine and finishing by

Labour and man power throwing away all stuff branches & cleaning of

Rain water spout with parapet cleaning And Removing of ganda

bavals, akadas, bordies, grass & sand by Earth Excavator (JCB) or

manually below and above structures etc & with lead and lift with all

materials labour complete as prepare smooth water way for monsoon

rain water directed.

(A) Upto 15.00 mt Length (Abutment To Abutment)

79 Charges for Cleaning & Finishing of water way of 15m. to 30m. Length No. 14,748.34 Rupees Fourteen

(Abutment To Abutment) Box culverts & slab drain By Earth Excavator Hundred Forty Eight And

(JCB) & Manpower by removing of ganda bavals, akadas, bordies, Paise Thirty Four Only

grass, earth, sand etc. all unnecessary stuff to 5.0 m width on Both

side from outer edge of structures of Upstream & Down Stream &

m from outer edge from retaining wall (like slab drain or box culvert)

incl. Derooting by Earth Excavator (JCB) machine and finishing by

Labour and man power throwing away all stuff branches & cleaning of

Rain water spout with parapet cleaning And Removing of ganda

bavals, akadas, bordies, grass & sand by Earth Excavator (JCB) or

manually below and above structures etc & with lead and lift with all

materials labour complete as prepare smooth water way for monsoon

rain water directed.

(B) 15 to 30 mt Length (Abutment to Abutment)

80 Charges for Cleaning & Finishing of water way of Major Bridge By No. 76,248.86 Rupees Seventy Six

Thousand Two Hundred

Earth Excavator (JCB) & Manpower by removing of ganda bavals, Forty Eight And Paise

akadas, bordies, grass, earth, sand etc all unnecessary stuff to 50 m Eighty Six Only

width on Both side from outer edge of structures & 5m from outer

edge from retaining wall (like slab drain or box culvert or minor bridge)

incl. Derooting by Earth Excavator (JCB) machine and finishing with

man throwing away all stuff branches & cleaning And Removing of

ganda bavals, akadas, bordies, grass & sand by Earth Excavator (JCB)

or manually below structures etc. & with lead and lift with all materials

labour complete as prepare smooth water way for monsoon rain water

(C) Major Bridge

81 Finishing wall with weather proof exterior emulsion paint on wall surface Sqm 122.14 Rupees One Hundred

Twenty Two And Paise

(two coats) to give an required shape even shade after thoroughly Fourteen Only

brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete

82 Painting Two coat (excluding priming coat) (Kerbing / Head Wall Paint) Sqm 118.93 Rupees One Hundred

Eighteen And Paise

on previously painted steel and other metal surface with enamel paint Ninety Three Only

brushing to give an even shade including cleaning the surface of all dirt,

dust and other foreign matter

83 Providing Yellow & Black Patta (three coat) including Distempeing Sqm 97.48 Rupees Ninety Seven

And Paise Forty Eight

(Three coats) with oil bound distemper of approved brand and Only

manufacture and of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing the surface

free from mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth as per instruction

of Engineer Incharge

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Sr. Description of Item Unit RATE

No. In figure In words

84 Steel work, welded in built up sections framed work including cutting, Qtl. 9,108.48 Rupees Nine Thousand

One Hundred Eight And

hoisting, fixing in position and applying a priming coat of read lead paint. Paise Forty Eight Only

(A) In beams and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip and jack rafters,

purlins connected to common rafters and the like

85 Painting Two coat (excluding priming coat) (Kerbing Paint) on Sqm 118.93 Rupees One Hundred

Eighteen And Paise

previously painted steel and other metal surface with enamel paint Ninety Three Only

brushing to give an even shade including cleaning the surface of all dirt,

dust and other foreign matter

86 20mm thick sand faced cement plaster on walls upto height 10 metres Sqm 330.72 Rupees Three Hundred

Thirty And Paise Seventy

above ground level consisting of 12mm thick backing coat of C.M. 1:3 Two Only

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement

: 1-sand) etc. complete.

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

Eighty Eight And Paise

Brick/concrete wall for interior plastering upto floor two level finished Ninety Eight Only

even and smooth in : (i) cement mortar 1 : 3 (1 cement : 3 sand)

88 Providing 10 mm thick cement plaster in single coat on fair side Sqm 141.92 Rupees One Hundred

Forty One And Paise

Brick/concrete wall for interior plastering upto floor two level finished Ninety Two Only

even and smooth in : (i) cement mortar 1 : 3 (1 cement : 3 sand)

89 Brick work using common burnt clay building brick having crushing Cum 3,739.74 Rupees Three Thousand

Seven Hundred Thirty

strength not less than 35 kg/sq. cm. in foundation and plinth in cement Nine And Paise Seventy

mortar 1:5 (1 Cement : 5 fine sand) Four Only

(B) Conventional

90 Brick work using common burnt clay building brick having crushing Cum 3,708.98 Rupees Three Thousand

Seven Hundred Eight

strength not less than 35 kg/sq. cm. in foundation and plinth in cement And Paise Ninety Eight

mortar 1:6 (1 Cement : 6 fine sand) Only

(B) Conventional

91 Providing Dron photo graphy of any type of work at any site of taluka Copy 303.00 Rupees Three Hundred

including Soft copy & Hard Photo Copy . as per directed by incharge

Engineer. (Photo shall be measured as Final approved data)

92 Providing Dron Soft Copy Video graphy of Road Site work at any site of Minute 1,010.00 Rupees One Thousand

taluka as per directed by in charge Engineer (Minute shall be

measured as final approved data)

93 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised No. 326.23 Rupees Three Hundred

Twenty Six And Paise

Pavement Markers made of polycarbonate and ABS moulded body and Twenty Three Only

reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using epoxy resin based adhesive

as per manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-

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Sr. Description of Item Unit RATE

No. In figure In words

94 Road marking with hot applied thermoplastic paints with reflectorising Sqm 367.72 Rupees Three Hundred

Sixty Seven And Paise

glass beads on bitumin surface providing and laying a hot applied Seventy Two Only

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.

95 Cautionary Warning Sign :-Providing and fixing sign boards made out of No. 3,906.19 Rupees Three Thousand

Nine Hundred Six And

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size Paise Nineteen Only

90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

96 Cautionary Warning Sign :-Providing and fixing sign boards made out of No. 5,077.27 Rupees Five Thousand

Seventy Seven And

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size Paise Twenty Seven Only

90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

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Sr. Description of Item Unit RATE

No. In figure In words

97 Sign board per Square Meter :-Providing and fixing sign boards made Sqm 7,894.02 Rupees Seven Thousand

Eight Hundred Ninety

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Four And Paise Two Only

size 1 meter x 1meter as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 4 mtr long stand post

(2 Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

98 Sign board per Squate Meter :-Providing and fixing sign boards made Sqm 12,310.89 Rupees Twelve

Thousand Three Hundred

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Ten And Paise Eighty

size 1meter x1 meter as per design of IRC-67-2012. Pre treated with Nine Only

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.)

of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty

for 10 years for the Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

99 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" Rmt 3,468.34 Rupees Three Thousand

Four Hundred Sixty Eight

metal beam crash barrier comprising of 3 mm thick corrugated sheet And Paise Thirty Four

metal beam rail, 70 cm above road/ground level, fixed on ISMC series Only

channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,

m high, 1.1 m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per clause

100 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a Rmt 4,145.04 Rupees Four Thousand

One Hundred Forty Five

"Thrie" metal beam crash barrier comprising of 3 mm thick corrugated And Paise Four Only

sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 2 m high with 1.15 m below ground level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post

with a space of channel section 150 x 75 x 5 mm, 546 mm long

complete as per clause 811)

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Sr. Description of Item Unit RATE

No. In figure In words

101 Repairing of damaged crash barrier (W-beam/Thrie-beam type) with all Rmt 2,222.00 Rupees Two Thousand

Two Hundred Twenty

labour, materials, tools & plants, including dismantling and removal of Two Only

damaged portions, supplying and fixing new galvanized W-beam/Thrie-

beam sections, posts, spacers, nuts, bolts, washers and other

accessories, straightening and refixing reusable members, touch-up

painting/galvanizing, alignment in proper line and level, complete as per

MoRTH specifications and direction of Engineer-in-Charge.

102 Supply of Ready made bituminous cold mix pothole patching material MT 22,220.00 Rupees Twenty Two

Thousand Two Hundred

for B.T. surface patch using medium curing cu-back bitumen MC-800 at Twenty Only

the rate of 5.6% of total mix and it shall be conforming to IS L

specification, including heating the material as specified in section

and materials stacked at the site of work by contractor’s own dumper as

and where directed within all lead. including providing all materials

equipment T&P Oil, kerosene, labour charges etc. complete.

ે ે. GST નસવાય કોઇજાતિો અલાયદો ટેક્ષ અત્રેથી ચુકવવામાં

(5) ઉપરોક્ત ભાવો GST નસવાય તમામ ટેક્ષ સહ તિા ભરવાિા ર શ

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