M&R to Various Road Under R&B Sub Division Office at Patan (Asphalt Patch Work) (Annual Rate)

NAME OF WORK :-

M&R to Various Road Under R&B Sub Division Office at Patan (Asphalt Patch Work)

It Qty. Item Description Per Tendered Rates

No. (As per SOR 2024-25 / MR)

Total Rate In Words

1 1.00 Providing & laying 50 mm thick compacted D.B.M. with B.T.

stone aggregates as per MORT&H gradation & specification

with mechanical sprayer and bitumen grade (VG-30) for

mixing at the rate of 45.0 kg/M.T. by weight of total mix i.e.(

4.5% by weight of total mix ) including heating the asphalt &

aggregates by continuous batching 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

machineries drum mix plant & paver finisher etc. comp. Rupees Five Thousand Six

(Without Tack Coat) Hundred Thirty Five And

(RA-1) MT 5635.72 Paise Seventy Two Only

2 1.00 Providing & laying 30 mm. thick Compacted Asphaltic

Concrete with BT aggregate as per MORT&H gradation &

specification with asphalt (VG-30) for mixing at the rate of

55 Kg./M.T. i.e. 5.50% of total weight of total mix including

heating the aggregate & asphalt in continuous batching drum

mix plant & spreading the same by paver finisher &

consolidation with vibratory roller & flushing sand @

Cum/ 100 Smt. including providing all materials equipments,

tools & plants, fire wood, oil, kerosene, labour charges etc

complete using constrictor’s own machinery drum mix plant &

paver finisher etc complete.(Without Tack Coat) Rupees Six Thousand Four

(RA-2) Hundred Seventy Five And

MT 6475.71 Paise Seventy One Only

3 1.00 Providing & laying 30 mm. thick Compacted Asphaltic

Concrete with BT aggregate as per MORT&H gradation &

specification with asphalt (VG-30) for mixing at the rate of

55 Kg./M.T. i.e. 5.50% of total weight of total mix including

heating the aggregate & asphalt in continuous batching drum

mix plant & spreading the same by paver finisher &

consolidation with vibratory roller & flushing sand @

Cum/ 100 Smt. including providing all materials equipments,

tools & plants, fire wood, oil, kerosene, labour charges etc

complete using constrictor’s own machinery drum mix plant &

manually etc complete.(Without Tack Coat) Rupees Six Thousand Two

(RA-3) Hundred Fifty Nine And Paise

MT 6259.06 Six Only

4 1.00 Providing & laying 37.50 mm thick B.M. with B.T. aggregates

as per M.O.R.T.&H. specification & with michanical sprayer &

bitumin grade ( VG - 30) for mixing at the rate of 34 Kg./M.T.

i.e.3.40% of total weight of mix including heating the

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.(Without Tack Coat) Rupees Four Thousand Five

(RA-4) Hundred Sixty Nine And

MT 4569.89 Paise Eighty Nine Only

5 1.00 Providing and laying 37.50mm thick Built Up Spray Grout in

one layer using bitumen for tack coat at the rate 7 kg./10

Sq.mt. on WBM/BT surface with spreading stone aggregate at

the rate of 0.50 Cu.mt./10 Sq.mt. with dry rolling and second

application of bitumen binder 13 Kg./10Sq.mt. and application

of key aggregates over first compacted layer at the rate

Cu.mt/10 Sq.mt. spreading uniformly so as to cover surface

completely including cost of stone aggregate., bitumen, rolling

and compection with vibratory roller, necessary fire wood

labour charges machineries equipment tools etc complete.

(Manual) Rupees Three Hundred

(RA-5) Three And Paise Twenty

Sq.mt. 303.27 Seven Only

6 1.00 Providing & laying 50 mm thick B.M. with B.T. aggregates as

per M.O.R.T.&H. specification & asphalt for tack coat at the

rate of 2.5 kg./ 10 Sqm. with michanical sprayer & bitumin

grade 60/70 ( VG - 30) for mixing at the rate of 34 Kg./M.T.

i.e.3.40% of total weight of mix including heating the

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. Rupees Four Thousand Six

(RA-6) Hundred Seventy Four And

MT 4674.71 Paise Seventy One Only

7 1.00 Providing & laying 25mm. thick compacted SDBC with B.T.

Stone chips as per MORT&H gradation & specification with

bulk asphaltVG 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 contineous 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 including

supplying etc. complete (Without tack coat) Rupees Six Thousand

(RA-7) Twenty Five And Paise Fifty

MT 6025.57 Seven Only

8 1.00 Providing & laying 25mm. thick compacted SDBC with B.T.

Stone chips as per MORT&H gradation & specification with

bulk asphaltVG 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 contineous 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 & manually including supplying

etc. complete (Without tack coat) Rupees Five Thousand Eight

(RA-8) Hundred Eight And Paise

MT 5808.92 Ninety Two Only

9 1.00 Providing and laying 20 mm thick Mixed seal surfacing using

stone shipping and aggregates as per M.O.R.T. & H gradation

and asphalt grade VG 30 for mixing at the rate of 50.90 Kg./

M.T. i.e. 5.09% of total mix weight of the including heatine the

asphalt and aggregates ny continous batching of drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller and flushing sand @

CuM. / 100 Sq.Mt. including providing all materials

qequipemnts, tools and plant, oil, Kerosene, firewood, labour

charges etc. comp. using contractor's own machineries, drum

mix and paver finisher etc. comp. with out tackcoat Rupees Five Thousand Eight

(RA-9) Hundred Seventy Four And

MT 5874.19 Paise Nineteen Only

10 1.00 Providing and laying 20 mm thick Mixed seal surfacing using

stone shipping and aggregates as per M.O.R.T. & H gradation

and asphalt grade VG 30 for mixing at the rate of 50.90 Kg./

M.T. i.e. 5.09% of total mix weight of the including heatine the

asphalt and aggregates ny continous batching of drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller and flushing sand @

CuM. / 100 Sq.Mt. including providing all materials

qequipemnts, tools and plant, oil, Kerosene, firewood, labour

charges etc. comp. using contractor's own machineries, drum

mix and manually etc. comp. with out tackcoat Rupees Five Thousand Six

(RA-10) Hundred Fifty Seven And

MT 5657.55 Paise Fifty Five Only

11 1.00 Engaging earth excavator for scarifying existing B.T. surface

25mm to 30mm depth including stacking useful materials on

road side and disposing off remaining stuff and Hire charges

of excavator including diesel labourers drivers etc complete

as directed. Rupees Four And Paise Fifty

(RA-11) Sq.mt. 4.57 Seven Only

12 1.00 Providing and laying Surface painting or dressing for crack

sealing / filling on BT Surface with bitumen grade (VG-30) at

the rate of 10.00 kg/10 sqm by mechanical spreyer and

spreading the stone dust on prepared surface at the rate of

0.03 cum/10 sqm and rolling with smooth wheeled and Rupees One Hundred Twenty

penumatic roller and brushing etc.complete Five And Paise Ninety Nine

(RA-12) Sq.mt. 125.99 Only

13 1.00 Providing and laying Surface painting or dressing for crack

sealing / filling on BT Surface with bitumen grade (VG-30) at

the rate of 15.00 kg/10 sqm by mechanical spreyer and

spreading the stone dust, 6mm & 12mm on prepared surface

at the rate of 0.03 cum/10 sqm and rolling with smooth

wheeled and penumatic roller and brushing etc.complete Rupees One Hundred Eighty

(RA-13) Five And Paise Twenty

Sq.mt. 185.27 Seven Only

14 1.00 Providing and applying primer coat at 7.5 Kg .per

smt.over prepared surface of granular base WMM with

emulsion heated in bitumen boiler fitted with a spray set

including cleaning of road surface etc.complete.

(RA-14) Rupees One Hundred Thirty

Sq.mt. 136.05 Six And Paise Five Only

15 1.00 Providing and applying Tack Coat (VG-30)

Kg./10.00 Smt. Over bitumen surface of with a spray set

incl. cleaning of road surface complete. Rupees Twenty Five And

(RA-15) Sq.mt. 25.52 Paise Fifty Two Only

16 1.00 Box cutting the road surface to proper slope and camber

for making a base of road work including removing the

excavated stuff and depositing on the road side slops as Rupees One Hundred

directed up to 50 mtr lead Fourteen And Paise Forty

(SOR 2024-25 It Code 26008 Pg.187) Cu.mt. 114.44 Four Only

17 1.00 Constructing of compacted Granular Sub base ( Grade -

1,Crushed B T materials of 53 mm to 26.5 mm @ 35%,

by providing closed graded material,mixing in a

mechanical mix plant at OMC ,carriage of a mix material

to work site , spreading uniform layers with motor grader

on prepared surface and compacting with vibratory

Power roller to achieve desire density , complete clause

as per 401 Rupees One Thousand Eight

(RA-16) Hundred Fifty Six And Paise

Cu.mt. 1856.93 Ninety Three Only

18 1.00 Providing and laying compacted W.B.M. 150 mm thick

of machine crushed B.T. metal of size 45 mm to 63 mm

with using 20% stone screenings grit & stone dust as

filler including spreading, watering & consolidation by Rupees Two Thousand Two

vibratory roller etc complete. Hundred Eighty Four And

(RA-17) Cu.mt. 2284.89 Paise Eighty Nine Only

19 1.00 Providing, laying, spreading and compacting graded

machine crushed black stone aggregate to wet mix

macadam (WMM) in layers including premixing the

Material with water at OMC in mechanical mix (pug mill)

carriage of mixed Material by tipper to site, laying in

uniform layers in base course on well prepared under

base and compacting with power vibratory roller to

achieve thedesired density including lighting, guarding,

barricading, benching and maintenance of diversion etc. Rupees Two Thousand Two

complete. Hundred Seventy Nine And

(RA-18) Cu.mt. 2279.26 Paise Twenty Six Only

20 1.00 Providing and Laying Spreading & compacting 100 mm

thick coarse clean sharp specified sand (CBR not less

than 10%) below sub base course incl. carriage of

materials, spreading in uniform layers on prepared base

and compected with vibratory roller to achieved desired

density including all materials labours etc complete. Rupees Seven Hundred

(RA-19) Eighteen And Paise Eight

Cu.mt. 718.08 Only

21 Earthwork for embankment including breaking clods.

dressing with all lead and lift (Excluding watering and

(SOR 24-25 It Code 26001A+B+C+D+E Pg.186) 0.00 Rupees Nil

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

Fourteen And Paise Forty

Cu.mt. 114.44 Four Only

1.00 (B) From borrow pits within 0.5 Km. Lead Rupees One Hundred Sixty

Two And Paise Twenty Five

Cu.mt. 162.25 Only

1.00 (C) From borrow area within 1.0 km. lead Rupees One Hundred Sixty

Five And Paise Forty Three

Cu.mt. 165.43 Only

1.00 (D) From borrow area within 2.0 km. lead Rupees One Hundred

Seventy One And Paise Forty

Cu.mt. 171.49 Nine Only

1.00 (E) From borrow area within 3.0 km. lead Rupees One Hundred

Seventy Seven And Paise

Cu.mt. 177.34 Thirty Four Only

22 1.00 Hire charges for Vibratory Roller 8 - 10 Tonnes @

Cum per Hour Per Rupees Eight Hundred Fifty

(SOR 24-25 It Code H020 Pg. 60) Hrs 850.79 And Paise Seventy Nine Only

23 1.00 Motor grader as per required size of blade for grading @ Rupees One Thousand Three

100 cum per hour Per Hundred Twenty Two And

(SOR 24-25 It Code H019 Pg. 60) Hrs 1322.41 Paise Forty One Only

24 1.00 Vibratory Soil Compactor (10 tonne) Rupees Two Thousand Four

(NH SOR 23-24 P&M-7001 Pg.1) Per Hundred Sixty Four And

Hrs 2464.40 Paise Forty Only

25 1.00 Tipper-14 Cum Rupees Two Thousand Four

(NH SOR 23-24 P&M-6002 Pg. 1) Per Hundred Fifty Nine And Paise

Hrs 2459.35 Thirty Five Only

26 1.00 Air Compressor -250 cfm

(NH SOR 23-24 P&M-15001 Pg.2) Per Rupees Five Hundred Ninety

Hrs 590.85 And Paise Eighty Five Only

27 1.00 Milling of Existing Bituminious surface 50 mm depth

including stacking useful materials on road side and

disposing off remaining stuff. Rupees Seventy Six And

(RA-20) Sq.mt. 76.84 Paise Eighty Four Only

28 1.00 Milling of Existing Bituminious surface as required depth

including stacking useful materials on road side and

disposing off remaining stuff as directed by engineer in

charge. Rupees Seven Hundred One

(RA-21) Cu.mt. 701.95 And Paise Ninety Five Only

29 1.00 Supply of Asphalt VG-30 grade bitumen at site as Rupees Seventy Six

directed by Engineer in charge. Thousand Two Hundred

(As per HCPL Statement per Months) Thirty Six And Paise Eighty

MT 76236.82 Two Only

30 1.00 Supply of Emulsion SS-1 grade bitumen at site as Rupees One Lakh(s) Forty

directed by Engineer in charge. Three Thousand Two

(As per IOCL Statement per Months) Hundred Twenty Eight And

MT 143228.10 Paise Ten Only

31 1.00 Supplying , Stacking and Spreading of Quarry Spalls on

site of work for hard side shoulders including Rolling &

Watering as directed by the Engineer in charge. Rupees One Thousand Three

(RA-22) Hundred Forty Nine And

Cu.mt. 1349.36 Paise Thirty Six Only

32 1.00 Seal Coat

Case - III : Type B

Providing and laying of premix Seal Coat with HMP of

appropriate capacity not less than 200 tonnes/ hours

using crushed stone chipping 6.7 mm size and

penetration bitumen of VG-30 Grade Bitumen. Rupees Fifty One And Paise

(RA-23) Sq.mt. 51.51 Fifty One Only

33 1.00 Supply of ready made bituminous cold mix pothole patching

material for B.T. surface patch using medium curing cu-back

bitumen MC-800 at the rate of 5.6% of total mix and it shall be

conforming to IS L 2017 specification, including heating the

material as specified in section 4 and materials stacked at the

site of work by contractor’s own dumper as and where

directed within 60 Km lead from patan sub division. including

providing all materials equipment T&P Oil, kerosene, labour

charges etc. complete.

(MR) Rupees Twenty Thousand

MT 20200.00 Two Hundred Only

34 1.00 Labour charges for patch work by conventional method

including cleaning the patch, filling potholes by ready made

bituminous cold mix pothole patching material consolidation

by tempering etc. complete as directed by engineer incharge.

(MR) Rupees Two Thousand Five

MT 2525.00 Hundred Twenty Five Only

I /We am /are willing to carry out the work at ……………….% (In

words……….………………………….percent) Above / Below (percent should be written in figure and

words) of the estimated rates mentioned above keeping in view the following conditions and the

detailed tender conditions attached herewith separately.

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Dy. Executive Engineer

Road & Building Sub Division